Fourth Five-year Review Report for Old Midland Products Superfund Site Yell County Arkansas


FOURTH FIVE-YEAR REVIEW REPORT FOR
OLD MIDLAND PRODUCTS SUPERFUND SITE
YELL COUNTY, ARKANSAS

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September 2016

Prepared by

Arkansas Department of Environmental Quality
North Little Rock, Arkansas

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This tnemorandum documents the U.S. Environmental Protection Agency's (EPA) performance,
determinations, and approval of the Old Midland Products Supcrfund Site (Site) Fourth Five Year
Review (FYR) under Section 121(c) of the Comprehensive Environmental Response, Compensation,
and Liability Act (CFRCLA), 42 U.S. Code Section 9621(c), as provided in the attached Fourth FYR.

Summary of the Fourth Five-Year Review Report

This is the Fourth FYR for the Site located in Ola, Yell County, Arkansas. The purpose of this FYR is to
review information to determine if the remedy is and will continue to be protective of human health and

the environment. The triggering action for this statutory FYR was the signing of the previous FYR on

The Fourth FYR of the Site was completed in July 2016. The results of the FYR indicate that the remedy
completed to date is currently protective of human health and the environment. Overall, the remedial
actions (RAs) performed appear to be functioning as designed, and the Site has been well maintained.

Envii oiimentaI lrulicators

Human Exposure Status: Under Control
Contaminated Groundwater Status: Under Control
Site-Wide Ready for Reuse

Actions Needed

The Arkansas Department of Environmental Quality (AF)EQ) will continue to monitor the Site. The
deactivated water treatment plant will be periodically inspected. Institutional controls (ICs) for the Site
will continue to prevent public exposure to contaminated groundwater. Groundwater monitoring will
take place on a semi-annual basis with reports to EPA documenting these activities. The current
groundwater remedy for the site includes Monitored Natural Attenuation (MNA) with ICs and a
Technical Impracticability (Tl) waiver. A review the dioxin information for the Site is needed to
determine whether dioxin concentrations are greater than the screening level resulting from the February
17, 2012, oral non-cancer toxicity, or reference dose (RID) of 7x10"10 mg/kg-day for 2,3,7,8-
tetraehlorodieben/.o-p-dioxin (TCI)D) for the surface soil and shallow sub-surface soil to ensure long
term proteetivencss. Review existing ICs to ensure that the site use is for industrial purposes only.

Determination

The remedy implemented for the Old Midland Products Site (OMPS) is protective of human health and
the environment in the short-term. For the remedy to be protective in the long-term, the
recommendations and follow-up actions identified in this Five-Year Review should be addressed.

07/06/2011.

Date :

Director, Superfund Division

U.S. Environmental Protection Agency Region (>

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CONCURRENCES

FOURTH FIVE-YEAR REVIEW REPORT
OLD MIDLAND PRODUCTS SUPERFUND SITE
EPA ID#: ARD98074S665

YELL COUNTY, ARKANSAS





Caniille D. I luoni

Remedial Project Manager

Date

Carlos A. Sanchez

Chief. Texas/Arkansas Section



't//

Date

/Vv\,

John C\ Meyer
C hie per i'u nd R em eel i

Date

% 11 t (#

	) VXQ			f I I to

Amy Salimjs	Date	'

Attorney. Office of Regional Counsel

Pamela Phillips	Date

Deputy Director, SnperAmd Division

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Concurrence List

FOURTH FIVE-YEAR REVIEW REPORT
OLD MIDLAND PRODUCTS 5UPERFUND SITE
EPA ID#: ARD980745665

YELL COUNTY, ARKANSAS

LtX-

VMJl

TyW Wright /	Date

Geologist

Regulated Waste Progi:arns? Office of Land Resources, ADEQ

/Q<6!tys*zK-	l/tf/aoJlf-

Dianna Kiiburn. P.Cj.	"	fjale

Geologist Supervisor

Regulated Waste Programs, Office of Land Resources, ADEQ

			—	Ji

Mark Moix^TP-E.	/	IIDattT^

Engineer

Regulated Waste Programs, Office of Land Resources, ADEQ

Annette Cusher, P.E,	f j)atg

Engineer P.E. Branch Manager

Regulated Waste Programs, Office of Land Resources, ADEQ

iiroMAL ViMmaxA		qiahu

Morgan fjchtman	Date

Epidemiologist

Regulated Waste Programs, Office of Land Resources, ADEQ

Douglas Ritchie	Date

Epidemiologist Supervisor

Regulated Waste Programs, Office of Land Resources, ADEQ

Jay Rip /	Date

Technical Branch Manager

Regulated Waste Programs, Office of Land Resources, ADEQ

c/- 7 ~jov6

Tammie J. Hynum /	\	Dale

Acting Senior Operations^Marrager

Regulated Waste Programs, Office of Land Resources, ADEQ

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ISSUES/RECOMMENDATIONS

FOURTH FIVE-YEAR REVIEW REPORT
OLD MIDLAND PRODUCTS SUPERFUND SITE
EPA ID#: ARD980745665
YELL COUNTY, ARKANSAS

ISSUES/RECOMMENDATIONS

Issues and Recommendations Identified in the Five-Year Review:

OU(s):

Issue Category: Remedy Performance



Issue: 1, On February 17,2012, EPA released the final human health non-
cancer dioxin reassessment, publishing an oral non-cancer toxicity value, or
reference dose (Rfl)), of 7x10""' mg/kg-day for 2,3,7,8-tetrachIorodibenzo-p-
dioxin (TCDD) in EPA's Integrated Risk Information System (IRIS).



Recommendation: Review the dioxin information to determine whether
dioxin concentrations at the Site are greater than the screening level
resulting from the February 17,2012 oral non-cancer toxicity, or reference
dose (Rfl)) of 7x10""' mg/kg-day for 2,3,7,8-tetrachlorodiebenzo-p-dioxin
(TCDD) to ensure long term protectiveness.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight Party

Milestone Date

No

Yes

EPA

A!) HQ, Support
Agency

9/12/2017

OU(s):

Issue Category: Institutional Controls

Issue: 2. Current ICs address groundwater only.

Recommendation: Determine whether institutional control
the site to control future development to industrial use pur

s are needed for
loses.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight Party

Milestone Date

No

Yes

EPA

ADEQ, Support
Agency

9/12/2017

Site Maintenance issues noted during Site inspection are listed under other findings and will be resolved
by AD HQ and the Site owner. None of the issues noted affect current protectiveness of the Site remedy.

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Table of Contents

LIST OF ABBREVIATIONS & ACRONYMS		 3

I. INTRODUCTION																	...4

Site Background										4

Site Identification................																		5

Jl. RESPONSE ACTION SUMMARY.............							6

Basis for Taking Action			6

Response Actions					6

Status of Implementation								 7

IC Summary Tabic													8

Systems Operations/Operation & Maintenance					8

III.	PROGRESS SINCE THE LAST REVIEW					8

Protectiveness Statement front Third FYR						 8

IV.	FIVE-YEAR REVIEW PROCESS		 9

Community Notification, Involvement & Site Interviews					9

Data Review													9

Site Inspection									10

V.	TECHNICAL ASSESSMENT							10

QUESTION A: Is the remedy functioning as intended by the decision documents?			10

QUESTION B: Are the exposure assumptions, toxicity data, cleanup levels, and remedial action

objectives (RAOs) used at the time of the remedy selection still valid?						 11

QUESTION C: I las any other information come to light that could call into question the
protectiveness of the remedy?					12

VI.	ISSUES/RECOMMENDATIONS								 12

OTHER FIN DINGS				 13

VII.	PROTECT1VNESS STATEMENT 						14

VIII.	NEXT REVIEW									14

Appendix A - • Reference list				

Appendix B - Site Background				

Appendix C -- Site Chronology				

Appendix D - Site Inspeciton Checklist		

Appendix E - Site Maps			

Appendix F Photos					

Appendix G - Additional Data	

Appendix II - Interview Forms			

Appendix I - Declaration of Restrictive Covenant

1

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LIST OF ABBREVIATIONS & ACRONYMS

ADEQ	Arkansas Department of Environmental Quality (formerly ADPC&E)

ADPC&E	Arkansas Department of Pollution Control and Ecology

bgs	below ground surface

CERCLA	Comprehensive Environmental Response, Compensation, and Liability Act

CFR	Code of Federal Regulations

COC	Constituent of Concern

DNAPL	Dense Non-Aqueous Phase Liquid

EPA	United States Environmental Protection Agency

FYR	Five-Year Review

ICs	Institutional Controls

IRIS	Integrated Risk Information System

LNAPL	Light Non-Aqueous Phase Liquid

MCL	Maximum Contaminant Level

MNA	Monitored Natural Attenuation

NAPL	Non-Aqueous Phase Liquid

NCP	National Contingency Plan

NPL	National Priorities List

O&M	Operation and Maintenance

OMPS	Old Midland Products

OUs	Operable Unit(s)

PCP	Pentachlorophenol

PAH	Polycyclic Aromatic Hydrocarbons/Polynuclear Aromatic Hydrocarbons

ppm	parts per million

PRP	Potentially Responsible Party

RA	Remedial Action(s)

RAO	Remedial Action Objectives

RCRA	Resource Conservation and Recovery Act

RfD	Reference Dose

RI/FS	Remedial Investigation/Feasibility Study

RD/RA	Remedial Design/Remedial Action

ROD	Record of Decision

RPM	Remedial Project Manager

Site	Old Midland Products Superfund Site

TBC	"to be considered" (elements of a remedy selection)

TCDD	2,3,7,8-Tetrachlorodibenzo-p-Dioxin

TI	Technical Impracticability

p.g/L	micrograms per liter

UU/UE	Unlimited Use and Unrestricted Exposure

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I. INTRODUCTION

The purpose of a FYR is to evaluate the implementation and performance of a remedy in order to
determine if the remedy is and will continue to be protective of human health and the environment. The
methods, findings, and conclusions of reviews are documented in FYR reports such as this one. In
addition, FYR reports identify issues found during the review, if any, and document recommendations to
address them.

ADEQ is preparing this FYR pursuant to the CERCLA Section 121, consistent with the National
Contingency Plan (NCP)(40 CFR Section 300.430(f)(4)(ii)), and considering EPA policy.

This is the Fourth FYR for the Site. The triggering action for this statutory review is the completion
date of the previous FYR. The FYR has been prepared due to the fact that hazardous substances,
pollutants, 01* contaminants remain at the Site above levels that allow for unlimited use and unrestricted
exposure (UU/UE).

The Site consists of one (1) Operable Unit (OU) that will be addressed in this FYR and covers the entire
Site. Surface and subsurface soils, sludges, sediments, surface water and groundwater at the Site were
remediated under this OU.

The Site's FYR was led by Tyler Wright of ADEQ. Participants included Mark Moix, Annette (.'usher,
Morgan Uehtman, Doug Ritchie, and Dianna Kilburn of the ADEQ, and Camille Ilueni and Ruben
Moya with EPA Region 6. The ADEQ notified EPA of the initiation of the FYR. The review began on
10/1/2015.

Site Background

The Site is located approximately 1.2 miles southeast of Ola, Arkansas, off Highway 10 in Yell County.
The Site consists of approximately 38 acres of mostly undeveloped land with right-of-way access for the
Little Rock and Western Railway running east-west through the northern portion of the property. The
Site formerly contained saw mills, a wood preserving treatment plant, waste storage lagoons, and water
treatment settling lagoons.

The Site was sold on 9/25/2014, and is currently owned by R&B Rural Propane as a propane truck re-
filling station. The propane tanks are located in the southeast comer of the Site away from areas of
contamination.

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II. RESPONSE ACTION SUMMARY

Basis for Taking Action

An endangerment assessment was included in the 1988 Remedial Investigation. The objective of the
endangerment assessment was to identify possible risks to human health and the environment due to
exposure to hazardous materials present in the environmental media at the Site. It established the Site
baseline condition and was an assessment of the risks represented by those baseline conditions assuming
no future action. The endangerment assessment identified four (4) exposure scenarios as posing current
or potential future risks to human health or the environment. Of these four (4), three (3) were associated
with the soils, sediments, and lagoons, and one (1) with ingestion of groundwater from the Site aquifer:

• Chronic dermal contact and ingestion of surface soils;

• Exposure of aquatic organisms in the intermittent stream to Site contaminants;

• Inhalation of air emissions from the Site; and

• Potential ingestion of contaminated groundwater.

Following the completion of the source control RA, only one (1) potential exposure scenario remains:
the potential ingestion of contaminated groundwater at the Site. The maximum contaminant level
(MCL) for pentach I oro phenol (I'CP), one (1) of the constituents of concern (COC) at the Site, is 1 ug/L.
As shown in Appendix G, the maximum concentration of PCP in Site groundwater is 649 ug/L, based on
samples collected in Spring 2016. An MCL is the maximum permissible level of a contaminant in water
delivered to any user of a public system. The concentration of PCP in ground water at the Site is
therefore considerably above this level. None of the other Site COCs have MCLs established except
ben/o(a)pyrene, which was non-dctect in the Spring 2016 event. The Cleanup Goals Table in Appendix
G shows the cleanup levels for the Site and the highest concentrations for the COCs for the Spring 2016
sampling event.

Response Actions

The Site was inspected and investigated by the Arkansas Department of Pollution Control and Ecology
(ADPC&E) and EPA beginning in 1981 and continuing through the Remedial Design/Remedial Action
(RD/RA) activities. Prior to the final listing of the Site on the National Priority List (NPL), ADPC&E
and EPA conducted approximately a dozen sampling events and inspections. Due to the past waste
handling and storage practices at the Site and the nature of the waste present, extensive contamination
was documented in and around the old lagoons and wood treatment area. Site drainage resulted in
migration of contaminated sediments to the on-site intermittent drainage. Access to the Site was and is
restricted, limiting the direct contact threat to human health, but migration of contaminants via
groundwater, surface water and sediments presented a future risk to human health and the environment.

Even though the contaminants on the Site presented a human health and environmental concern, neither
an emergency nor removal response action was deemed warranted by EPA or requested by the State.
The EPA proposed the Site to the NPL on October 15, 1984, and the Site was finalized on the NPL
effective July 10,1986. CERCLA Remedial Investigation/Feasibility Study (RI/FS) activity was
initiated very soon after the final NPL listing.

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The following bullets list the remedy selected by the Record of Decision (ROD)(March 1988):

• On-site thermal destruction of the contaminated surface soils, lagoon sludges, and
drainageway sediments. The soils, sludges, and sediments will be cleaned to a level of 1
ppm total PCP.

• Placement of the clean ash on the Site. Covering the ash with a clay cap and vegetated soil
layer.

• Collection and on-site treatment, using carbon adsorption, of the contaminated lagoon water
and groundwater.

The following bullets list the remedy selected by the Amended ROD (April 2006);

• Install six (6) groundwater monitoring wells to track the movement of the groundwater
plume.

• Implement a groundwater monitoring program to ensure that there is no significant
movement of the groundwater plume.

• Continue monitoring of the nearby drinking water wells.

• Implement ICs to prevent use of the contaminated groundwater. The ADEQ will work with
the current landowner, the Two Rivers School District, to develop a restrictive covenant for
the Site, to be filed with the deed records.

• Retain and mothball the existing pump-and-treat remediation system.

• An operation and maintenance (O&M) plan will be implemented to ensure that the ICs are
being followed and that they are effective and protective. The O&M Plan will include a
schedule for periodic groundwater monitoring to ensure that the contaminants are not
migrating beyond the TI Zone at concentrations above the cleanup goals. The effective date
for the ROD was March 1988 and the effective date for the Amended ROD was April 2006.

• A TI waiver was applied to the Site. [The TI waiver provides for a containment remedy for
contaminated groundwater in lieu of treatment to contaminant clean-up goals. The waiver is
contingent on the continued stability (not expanding) of the groundwater plume.]

• If the groundwater plume moves past the sentinel monitoring wells in the future, then
additional actions may be taken to maintain protectiveness. This may include restarting the
pump-and-treat system to provide containment and prevent further migration.

Status of Implementation

The remedial actions for the source control (excavation and onsite incineration of contaminated
soils/sludge, backfill of ash, placement of a soil cover) began in March 1991 and were completed by
November 1993. The ADEQ has periodically inspected the soil cover to ensure integrity and will
continue to do so in the future. The groundwater recovery and treatment system operated from early
1994 until mid-2006. Operation of the treatment system ceased by September 2006 and was then
completely shut down and left in place. The Site O&M plan was updated in February 2011 to include
MNA groundwater sampling to verify the ongoing attenuation process and that the contaminant plume
continues to be stable (per the TI waiver). The Declaration of Restrictive Covenant in Appendix I was
filed with the Yell County clerk's office in August 2007.

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IC Summary Table

Table 1: Summary of Planned and/or Implemented ICs

Media, engineered

controls, and areas
that do not support
: tJU/UE based on
current conditions

ICs
Needed,;:

ICs Called
for in the
Decision
Documents

Impacted
Parcel(s)

Objective

Title of IC Instrument
Implemented and Date
(or planned)

Groundwater

Yes

Sitewide

Restrict groundwater

use on site.

Declaration of
Restrictive Covenants,
August 2007

Systems Operations/Operation & Maintenance

The contractor conducting sampling at the Site changed from CDM Smith Inc. to FTN Associates
between the spring and fall sampling events in 2013. Sampling has been conducted semi-annually since
the previous FYR. Recovery well cables and winches and locks for RW-5, MW-12S and piezometer 7S
were all replaced on 12/02/2014. Mowing of the site was covered under a state contract until ownership
was transferred. As the Site owner, Mr. Spears is now responsible for Site mowing and security.

III. PROGRESS SINCE THE LAST REVIEW
Protective Statement from Third FYR:

This section includes the protectiveness determinations and statements from the last FYR as well as the
recommendations from the last FYR and the current status of those recommendations.

Sitewide Protectiveness Statement

Protectiveness Determination:

Protective

Protectiveness Statement: The remedy implemented for the OMPS is protective in the short-
term and will be protective in the long term by addressing the recommendations identified
during this five year review. Institutional controls are in place to ensure long term
protectiveness. Contamination from soils, sediments, and sludge on the Site was addressed
through onsite incineration. Contaminated groundwater was extracted by recovery wells and
treated in an onsite water treatment plant prior to discharge to surface drainage for ten years.
The current groundwater remedy for the site includes Monitored Natural Attenuation (MNA)
with ICs and a Technical 1 mpracticability (TI) waiver.

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Table 2: Status of Recommendations Since the 2011 FYR

ou#

Issue

Recommendations

Current
Status

Current Implementation
Status Description

Completion

Date (if
applicable)

S itewide

1. Painted bollards
and well casings at
the Site are peeling
badly.

Scraping, painting
and re-labeling
should be done.

Under
Discussion

There were no recommendations from the 2011 FYR. This recommendation came from the semi-annual
sampling reports.

IV. FIVE-YEAR REVIEW PROCESS
Community Notification, Involvement & Site Interviews

A public notice was made available through the local newspaper, the Dardanelle Post-Dispatch, on
10/21/2015, stating that there was a FYR and inviting the public to submit any comments to ADEQ. The
results of the review and the report will be made available at the Site information repository located at
Yell County Library, 904 Atlanta Street, Danville, AR 72833 and ADEQ, 5301 Northshore Drive, North
Little Rock, AR 72118.

During the FYR process, interviews were conducted to document any perceived problems or successes
with the remedy that has been implemented to date. The results of these interviews are summarized
below.

Interviews were conducted with the former site owner, the current site owner, the adjacent property
owner, the mayor of Ola, Arkansas and the EPA Region 6 Regional Project Manager (RPM). There
were few comments made about the Site, with the main comments regarding sampling frequency.
Currently, the Site is sampled semi-annually. All parties said that they felt well informed about ongoing
remediation done at the Site. There have been no problems at the Site that any of the parties could
remember.

Data Review

Groundwater contamination has changed very little since the Third FYR. There have been no detections
of contaminants outside of the TI zone. Since the Third FYR, Non-Aqueous Phase Liquid (NAPL) has
been detected in seven (7) monitoring and recovery wells as shown in Appendix G. Monitoring well 3-
D has the greatest thickness of detected Dense Non-Aqueous Phase Liquid (DNAPL) which has been
detected every sampling event since Fall 2013. It appears DNAPL levels have dropped slightly since
fall 2013 by approximately 0.45 feet, but more data is needed to conclude a trend. PCP is still confined
to MW-3S but the concentration of 649 ug/L exceeds the cleanup level of 1 ug/L. Since the third FYR,
Polycyclic Aromatic Hydrocarbons/Polynuclear Aromatic Hydrocarbons (PAMs) have been detected in
monitoring wells MW-1S, MW-1D, MW-3S, MW-3D, MW-10S, MW-10D, MW-16S, MW-16D, MW-
17S, MW-18D, MW-19S, MW-19D, MW-20S, MW-22S, MW-22D, MW-23 and all recovery wells.
The highest PAH concentration is naphthalene seen in MW-3D at 146 ug/L, exceeding the clean-up
level of 6.2 ug/L, which follows the historic trend for the Site. There were fourteen (14) PA Us detected

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in groundwater samples, but only five of these (i.e, naphthalene, ben/.o [a [anthracene,
ben/.o[bjfluoranthene, benzo[a]pyrene, and indeno[ 1,2,3-cd jpyrenc) were reported at concentrations
exceeding the cleanup levels. Exceedences were in wells MW-3S, MW-3D, MW-19D, MW-20S, RW-
1, RW-2, RW-6, R W-7 and RW-8. All detections are within the TI zone in wells with historical
detections with the exception of MW-23. Contamination has only been detected once in MW-23.

Spring 2016 data showed concentrations for MW-23 were again non-detect for all constituents. The
dissolved groundwater phase is not expanding and is contained within the designated TI Zone.

Site Inspection

The Site inspection was conducted on 11/10/2015. In attendance were Camille Ilueni and Ruben Moya,
EPA Region 6, and Dianna Kilburn and Tyler Wright, ADEQ, The purpose of the inspection was to
assess the protectiveness of the remedy.

A more detailed inspection was conducted by Tyler Wright and Mark Moix, ADEQ on 11/12/2015.

Items noted are related to Site maintenance and potentially to Site security. The following were
observations from this Site inspection:

1. There were several bent fence posts, as well as one (1) hole in the fence that had been tied together
with a rope.

2. There was one (1) spot of soil erosion that is not located on the soil cover, but had caused a hole under
the fence.

3. There are also several monitoring wells that need to be re-painted, as follows: MW- 3S, MW-
3D.MW-8S, MW-8D, MW-16S, MW-16D, MW-17S, MW-18S, MW-18IX MW-19S, MW-I9D,
MW-20S and MW-20D.

4. Monitoring wells MW-18S and MW-18D need the tree limbs trimmed to make them easier to see and
make them more accessible.

5. The stiekup for piezometer P-8S is rusted almost all the way through and needs to be replaced.

6. Warning signs for the Site are faded and failing down and need to be updated and replaced.

V. TECHNICAL ASSESSMENT

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

Question A Summary:

The document that details remedial decisions for the Site is the March 1988 ROD. This ROD was
amended in 2006 to affect groundwater remediation, but not source control. Source control (incineration
of contaminated solids) according to the original RA is complete. The Site is now under O&M with a
remedy for groundwater calling for MNA with a TI waiver and ICs. The TI zone represents the portion
of the fractured bedrock aquifer which contains a reduced DNAPL source. In this portion, exclusions
are applied to the groundwater clean-up goals by the TI waiver. The cover material (a minimum of six

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(6) inches of clay and three (3) inches of topsoil) over incinerator ash, produced by the successful source
control remedy, is in good condition and the Site is secure. Based upon data reviews, site inspections,
and interviews, it appears the Site's source control remedy is functioning as intended by the ROD,
Groundwater remediation is no longer active, but as per the Amended ROD, MNA with a TI waiver and
ICs is functioning to this point as predicted, i.e. the contaminated groundwater plume has not migrated
outside of the TI Zone.

Remedial Action Performance
To date, the source control remedy remains successful, with minimal O&M activities (mowing, etc.). No
additional COCs have been introduced to the Site since implementation of the source control remedy.

Active pump-and-treat methods for contaminated groundwater proceeded for ten (10) years at the Site '
without reaching the remedial action objectives (RAO) outlined in the initial ROD. In 2006, an
Amended ROD implemented a revised remedy for the Site's groundwater. MNA with a TI waiver and
ICs was the remedy selected in the in the ROD amendment. Contaminant concentrations do not exceed
the remedial action goals outside of the TI Zone, where those goals are still applicable. The dissolved
phase groundwater plume appears to be stable.

System Operations/O&M

O&M for the past five (5) years has consisted of maintaining and sampling the groundwater monitoring
and groundwater recovery wells to verify a natural attenuation process and the continued stability of the
groundwater plume. Repairs to the recovery wells were made 12/04/2014. S&B Rural Propane
purchased the Site on 09/25/2014. The owner has made upgrades, such as an automatic opening gate
and clearing of brush along the fences. The owner is also responsible for mowing of the Site. All
groundwater contamination is currently being contained within the TI /.one, which is indicative that the
remedy is working as planned. A few maintenance items (i.e. Site signs and the perimeter fence) were
noted during the FYR inspection and will be addressed.

Implementation of Institutional Controls anil Other Measures
ICs at the Site are currently in place and serve to protect human health and the environment.
Groundwater use on the Site has been restricted. Drilling of new water wells on the Site is prohibited by
a restrictive covenant. Two (2) existing private wells closest to the Site are being sampled on a regular
basis and neither well has yielded any contaminated samples through the last sampling event of April
2016. With a new owner, there Is a more frequent site presence to help control trespassing and
vandalism. The holes in the perimeter fencing and fading warning signs could potentially allow access
to trespassers.

QUESTION B: Are the exposure assumptions, toxicity data, cleanup levels, and RAOs used at the
time of the remedy selection still valid?

Question B Summary:

The clean-up levels, shown as the Table 1 Cleanup Goals in Appendix G are from the Amended ROD.
Of the PAHs found at the Site, only benzo(a)pyrene has a MCL. The others all have tapwater screening
levels. Soil at the Site was removed and incinerated to a level of Ippm PCP, which is the current
residential screening level.

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New EPA non-cancer toxicity value for dioxin

EPA's dioxin reassessment has been developed and undergone review for many years, with the
participation of scientific experts in EPA and other federal agencies, as well as scientific experts in the
private sector and academia. The Agency followed current guidelines and incorporated the latest data
and physiological/biochemical research into the reassessment. On February 17,2012, EPA released the
final human health non-cancer dioxin reassessment, publishing an oral non-cancer toxicity value, or
reference dose (RID), of 7x10"10 mg/kg-day for 2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD) in EPA's
Integrated Risk Information System (IRIS), The dioxin RfD was approved for immediate use at
Superfund sites to ensure protection of human health.

The Old Midland Superfund Site has detections of residual dioxin remaining in the incinerator ash,
associated with the PCP from the original site soils and sludges. However, there is no exposure to the
ash, nor impact to human health, as long as the clay cover is maintained over the buried ash. The cover
has been inspected for continuous integrity since placement. The cover continues to be an effective
remedy to prevent exposure and protect human health from the residual dioxin. A dioxin reassessment is
recommended for surface and shallow sub-surface soils, which will consider any new information
developed since the Third FYR. In conjunction with the dioxin reassessment for the Site, the need for
ICs will be further evaluated for soils and the area containing incineration ash. Current site restrictions,
or ICs, address the groundwater remedy. There have been no other changes since the Third FYR.

Changes in Exposure Pathways

A new owner has purchased the Site since the Third FYR to be used as a refueling station for propane
trucks. The Site is restricted and protected to industrial use so there is no change in the exposure
pathways or contaminants. The adjacent landowner has expressed interest in the use of the private well
on his property. This well is downgradient of the TI zone and is sampled semi-annually. The use of this
well could potentially change the exposure pathways in the future.

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

The new Site owner has shown interest in selling the northern most portion of the property that has
historically been considered clean as wood treatment was not conducted in that area. If the owner does
sell that portion, there would be no changes to the remedy required to protect human health and the
environment.

VI. ISSUES/RECOMMENDATIONS

Issues and Recommendations Identified in the Five-Year Review:

OU(s):

Issue Category: Remedy Performance

Issue: 1. On February 17,2012, EPA released the final human health noil-
cancer dioxin reassessment, publishing an oral non-cancer toxicity value, or

-------

reference dose (RID), of 7x10"10 mg/kg-day for 2,3,7,8-tetraehlorodibenzo-p-
dioxin (TCDD) in EPA's Integrated Risk Information System (IRIS).

Recommendation: Review the dioxin information to determine whether
dioxin concentrations at the Site are greater than the screening level
resulting from the February 17,2012 oral non-cancer toxicity, or reference
dose (RfD) of 7xlO"10 mg/kg-day for 2,3,7,8-tetrachlorodiebenzo-p-dioxin
(TCDD) to ensure long term protectiveness.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight Party

Milestone Date

Yes

EPA

ADEQ, Support
Agency

9/12/2017

Oli(s):

Issue Category; Institutional Controls

Issue: 2. Current ICs address groundwater only.

Recommendation: Determine whether institutional controls are needed for
the site to control future development to industrial use purposes.

Affect Current
Protectiveness

Affect Future
Protectiveness

Party
Responsible

Oversight Party

Milestone Date

Yes

EPA

ADEQ, Support
Agency

9/12/2017

Site Maintenance issues noted during Site inspection are listed under other findings and will be resolved
by ADEQ and the Site owner. None of the issues noted affect current protectiveness of the Site remedy

OTHER FINDINGS

The following are recommendations that were identified during the FYR and may improve performance
of the remedy, reduce costs, improve management of O&M, accelerate Site close out, conserve energy,
promote sustainability, etc., but do not affect current and/or future protectiveness:

• Replace the monitoring well, recovery well, and piezometer locks with locks that arc opened by
a single key to optimize opening of the wells.

• Repaint bollards and stiek-ups for all monitoring wells on the Site to make them more visible.

• Replace the stick-up for piezometer P-8S because it has been rusted through.

• Trim limbs from around monitoring wells MW-18S and MW-18D to make them more
accessible.

• Review methods to remove DNAPL in monitoring well MW-3D. MW-3D is the only well in
which DNAPL accumulates. Removal of the DNAPL would potentially reduce attenuation time.

• Remove the Barnes residential well from sampling as it is a quarter mile down-gradient from the
closest Site boundary. There are multiple monitoring wells between the contaminant plume and
this well to detect contaminant migration. This would still allow for proper coverage and cut
down on costs.

-------
•	Evaluate the groundwater monitoring plan to consider both the trends in contaminant
concentrations and the samples necessary to verify plume stability and natural attenuation.
Consider modifying the frequency/number of wells being sampled for the site.

•	Replace warning signs for property.

•	Repair hole in fence on west side of property.

VII. PROTECT!VNESS STATEMENT

Sitewide Protectiveness Statement

Protectiveness Determination:

Protective

Protectiveness Statement: The remedy implemented for the Old Midland Products Site (OMRS) is
protective of human health and the environment in the short-term. For the remedy to be protective in
the long-term, the recommendations and follow-up actions identified in this Five-Year Review should
be addressed.

VIII. NEXT REVIEW

The next FYR for the Site is required five (5) years from the completion date of this review.

14

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APPENDIX A - REFERENCE LIST

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ADliQ. 2011. Third Five-Year Review Report for the Old Midland Products Superfund Site, Yell
County, Arkansas. August 20! 1,

GDM Smith. Old Midland Spring 2012 Groundwater Monitoring Report - April 2012.

CDM Smith. Old Midland Fall 2012 Groundwater Monitoring Report - October 2012.

CDM Smith, Old Midland Spring 2013 Grotmdwater Monitoring Report - April-May 2013,

FTN. Fall 2013 Semi-Annual Groundwater Monitoring Report - September-October 2013, Old Midland
Products Superfund Site Ola, Arkansas. 14 January 2014.

FTN. Spring 2014 Semi-Annual Groundwater Monitoring Report - April 2014, Old Midland Superfund
Site Ola, Arkansas. 13 June 2014.

FTN. Fall 2014 Semi-Annual Groundwater Monitoring Report - October 2014, Old Midland Superfund

Site Ola, Arkansas, 19 December 2014.

FTN. Spring 2015 Semi-Annual Groundwater Monitoring Report - April 2015, Old Midland Superfund
Site Ola, Arkansas. 28 May 2015.

FTN. Fall 2015 Semi-Annual Groundwater Monitoring Report - November 2015, Old Midland Products

Superfund Site Ola, Arkansas, 13 January 2016.

U.S. Environmental Protection Agency (EPA). 1988. Record of Decision, Old Midland Products Site,
Ola, Yell County, Arkansas, CERCLIS # ARD980745665. March 1988.

U, S. EPA, 2006. Record of Decision Amendment, Old Midland Products Site, Ola, Yell County,
Arkansas, Cerelis # ARD980745665. April 2006,

http://www.epa.gov/superftind/health/contaminants/dioxin/dioxinsoil.html

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Appendix B — Site Background

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Operational History

OMP operated a wood preserving plant and sawmill from approximately 1969 to 1979;
however, historical imagery indicates a saw mill was operational at the site as early as 1960
(USBPA 2013). Wood preservation operations included treating wood with creosote and
pentachlorophenol (PCP). Effluent from the treatment process was discharged into lagoons. These
lagoons frequently overflowed, draining to the onsite intermittent stream. Seepage from these untitled
lagoons resulted in contamination of the shallow groundwater onsite with non-aqueous phase liquids
(NAPLs) and associated dissolved organic constituents, primarily PCP and polycyclic aromatic
hydrocarbons/polynuclear aromatic hydrocarbons (PAHs).

Past Environmental Regulatory Involvement

Between 1981 and 1988, ADEQ and the EPA conducted a series of inspections and determined that
shallow groundwater in the area of the treatment lagoons was extensively contaminated with NAPLs,
and overflow from the lagoons resulted in contamination of sediments and surface water in the onsite
intermittent stream. In June 1986, the EPA added the OMP site to the National Priority List (NPL), and
a Remedial Investigation/Feasibility Study (RI/FS) was initiated soon after. The RI/FS study found that
PCP and PAH contamination was ubiquitous in surface and subsurface soils, surface water and
sediments, groundwater, and fluids of the lagoons. NAPL was identified in shallow groundwater at a
depth of 20 ft below ground surface (bgs) and the volume of contaminated groundwater was estimated at
450,000 gallons. The human health risk assessment for the site concluded that the OMP site represented
a risk to public health and the environment.

The site remediation activities designated in the 1988 ROD included excavation and onsite incineration
of soil, sediment, and sludge with PCP concentrations greater than 1 mg/kg to be excavated and
incinerated along with extraction and treatment of contaminated groundwater {source control). Initial
source control remedial action was completed in 1993 when the last of 102,000 tons of contaminated
soil, sediment, and sludge was excavated from a range of 0.7 ft to 22.5 ft bgs and incinerated on site.
Ash from incineration activities was backfilled into the resulting excavation and covered by a clay cap
with accompanying topsoil (a minimum of six (6) inches of clay and three (3) inches of topsoil).
Recovery wells were completed within the footprint of the excavated soil and ash disposal area.

Groundwater pump and treat operations began in January 1994. The operation was shut down for a 20-
month period beginning in January 1999, but rebound occurred. The system was restarted in September
2000 and operated until August 2006 when the Amended ROD took effect. EPA issued the Amended
ROD because of the inability of the pump and treat system to remediate the aquifer to drinking water
standards, the continued presence of both DNAPLs and LNAPLs, the complex site hydrogeology, and
the length of time it would take to achieve the remedial goals. The Amended ROD included a TI
waiver for the area with die most contaminated groundwater and changed the groundwater remediation
method to MNA with institutional controls to prevent use of contaminated groundwater. The MNA
remedy required implementation of a groundwater monitoring program to ensure that there is no
significant movement of the groundwater plume, and that the contaminants are not migrating beyond the
TI Zone at concentrations above the cleanup goals. ADEQ has had responsibility for semiannual
groundwater monitoring at the site since May of 2009.

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Appendix C — Site Chronology

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Chronology of Site Events
Fourth Five-Year Review
Old Midland Products Site- Ola, Arkansas

Event

Lead
Agency

F=Federal
S=Siate

Date

Initial Discovery

F

July 1,1981

Preliminary Assessment/Site Inspection

F

August 1982

Hazard Ranking System Package

F

November 1,1982

Proposed for the NPL

F

October 15,1984

Early Enforcement Actions Against PRPs
for Investigation Work

p

Sept. 1984 to April 1986

Remedial Investigation/Feasibility Study

F

March 1985 to March 1988

Final Listing on NPL

F

June 10,1986

Information Repository Established

F

April 9,1987

Removal Assessment

F

February 1988

Record of Decision

F

March 24,1988

More Enforcement Action Against PRPs
for Remediation Work

F

June 1988 to Feb. 1989

Remedial Design

S

June 1988 to March 1990

Remedial Action

s

March 1991 to March 1996
(substantial completion of source

control work)
November 1993 to 2006 (ground-
water extraction & treatment)
April 2006 to present, MNA

Source Control Operation & Maintenance

s

March 1996 to 2006

First Five-Year Review

s

March 2001

Second Five-Year Review

s

March 2006

Amendment to Original ROD

F

June 2006

Operation & Maintenance

s

June 9,2006 to present

Third Five-Year Review

s

May 2011

Fourth Five-Year Review

s

May 2016

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Appendix D — Site Inspection Checklist

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[Page intentionally left blank.]

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Please note that "O&M" is referred to throughout this checklist, At sites where Long-Term
Response Actions are in progress, O&M activities may be referred to as "system operations"
since these sites are not considered to be in the O&M phase while being remediated under the
Superfimd program. N/A means "not applicable."

1. SITE INFORMATION

Site Name: Old Midland Products

EPA ID: ARD092916188

City/State: Ola, Arkansas - Yell County

Date of Inspection: November 12,2015

Agency Completing S Year Review: ADEQ

Weather/temperature: Sunny, in the 60's

Remedy Includes: (Check all that apply)



~ Landfill cover/containment



B Access controls



Bl Institutional controls



~Groundwater pump and treatment



~ Surface water collection arid treatment



S Other: Monitoring well network



Attachments; ~ Inspection team roster attached ~ Site map attached

II. INTERVIEWS (Check all that apply)

1. Properly Owner;



Name: Jerry Spears



Title/Organization: Owner; S&B Rural Propane



Date*. November 9. 2015



Interviewed: 0 at site ~ at office ~ by e-mail Phone Number: 479-495-7979

Problems, suaaeslions: K1 Additional reDort attached (If additional soace reauiredl

2. Former Property Owner:



Name: Jim Loyd



Titie/Organi2atton: Superintendent, Two Rivers School

Date: October 6,2015



Interviewed: Oat site ~ at office B by e-mail

Phone Number: 412-279-3363

Problems, suaoestions. M Additional report attached fif additional space reauired).

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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; EPA Region 6

Name; Ms. Camtlle Hueni/ Mr, Ruben Moya
Title: Regional Project Manager
Date; November 13,2015
Phone Number	via e-mail

Problems, suggestions:	S! Additional report attached (if additional space required).

Agency: City of Ola, Arkansas

Name: Mr. Doug Smith
Title: Mayor
Date: November 9,2015

Interviewed: Dat site a at office ~ by e-mail Phone Number: 479-489-5131
Problems, suggestions:	K! Additional report attached (if additional space required).

4, Other Interviews (optional) O N/AD Additional report attached {if additional space required).
Resident:

Name: Adjacent Property Owner - Date: November 09,2015
Phone Number:	via meeting

Problems, suggestions:	B Additional report attached (If additional space required).

COMMENTS: The area surrounding the Supcrfund Site is mostly rural. This resident lives immediately
adjacent downgradient of the site.

i. ONSITE DOCUMENTS & RECORDS VERIFIED (Check all that apply)

1. O&M Documents

El O&M Manual	0 Readily available

gl As-Built Drawings E3 Readily available
0 Maintenance Logs B Readily available
Remarks: An office is not maintained onsite.
records

~	Up to date ON/A

~	Up to date ~ N/A

~	Up to date ON/A

However, these documents are available in the ADEQ

2. Health and Safety Plan Documents

3 Site-Specific Health and Safety Plan El Readily available ~ Up to date ~ N/A
~ Contingency plan/emergency response plan ~ Readily available ~ Up to date 0 N/A
Remarks; An office is not maintained onsite. However, this information is available at the ADEQ
offices.

3. O&M and OSHA Training Records H Readily available B Up to date ~ N/A

Remarks: An office is not maintained onsite. All environmental contractors on site and all ADEQ
employees visiting the site are OSHA trained.

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4. Permits and Service Agreements

~	Air discharge permit

~	Effluent discharge

~	Waste disposal, POTW

~	Other permits
Remarks:

~	Readily available ~ Up to date 0 N/A

~	Readily available ~ Up to date B N/A

D Readily available O Up to date El N/A
O Readily available ~ Up to date B N/A

S, Gas Generation Records ~ Readily available ~ Up to date S3 N/A
Remarks:

6. Settlement Monument Records ~ Readily available ~ Up to date 0 N/A
. Remarks:

7. Groundwater Monitoring Records B Readily available ~ Up to date ~ N/A
Remarks: Groundwater monitoring Is semi-annual, data Is available from AD EQ.

8, Leachate Extraction Records ~ Readily available a Up to date H N/A
Remarks:

9. Discharge Compliance Records ~ Readily available ~ Up to date E N/A

Remarks: Purina operation of the water treatment plant, discharge records were kept. These records
are archived at ADEQ.

lO.Dally Access/Security Logs 0 Readily available p Up to date §g N/A
Remarks:

IV. O&M Costs

1. O&M Organization
B State in-house 0 Contractor for State
O PRP in-house ~ Contractor for PRP

~ Other;

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2. O&M Cost Records

O Readily available E! Up to date	~ Funding mechanism/agreement in place

Original O&M cost estimate: 63 Breakdown attached ~ Not available

Total annual cost bv year for review period If available

From (Date*
9/18/11

To (Date*
9/15/12

Total cost:
153,358.85

~

Breakdown attached

From (Dale):
9/16/12

To mate*

9/14/13

Total cost:
$53,200.85

~

Breakdown attached

From (Date*
9/15/13

To (Date*
9/13/14

Total cost:
$55,356.06

~

Breakdown attached

From (Date):
9/14/14

To (Date*
9/12/15

Total cost:
$57,397.02

o

Breakdown attached

From (Dale):
9/13/15

To (Date*
6/14/16

Total cost:
$48,448,19

~

Breakdown attached

Remarks: From the Rl, cost estimate In 1987 was S37,DD0/year. Using the consumer price index
Inflation calculator, this would be 378,507.10/year. These costs are estimates.

Unanticipated or Unusually High 0&3VI Costs During Review Period	8 N/A

Describe cosis and reasons:

V. ACCESS AND INSTITUTIONAL CONTROLS 0 Applicable ~ N/A

A. Fencing

1. Fencing damaged ~ Location shown on site map E3 Gates secured ~ N/A

Remarks:

Some fence posts are bent and the fence Is pulled away from one post and tied
together with a rope.

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8. Other Access Restrictions

1, Signs and other security measures ~ Location shown on site map O N/A
Remarks: New signs are to be made and displayed at the site.

c. Institutional Controls

1, implementation and enforcement

Site conditions imply ICs not properly implemented: ~ Yes H No ~ N/A
Site conditions imply ICs not being fully enforced: ~ Yes El No ~ N/A
Type of monitoring (e.g., self-reporting, drive by):

Frequency: daily

Responsible party/agency: Jerry Spears

Contact:

Name:

Title:

Date:

Phone Number

Reporting Is up-to-date: ~ Yes O No B N/A

Reports are verified by the lead agency: ~ Yes ~ No B N/A

Specific requirements In deed or decision documents have been met; B Yes ~ No ~ N/A

violations have been reported: p Yes H No 0 N/A

Other problems or suggestions: ~ Additional report attached (If additional space required).

2. Adequacy B ICs are adequate ~ ICs are inadequate ~ N/A

Remarks:

0, General

I, Vandalism/trespassing ~ Location shown on site map H No vandalism evident
Remarks'.

2, Land use changes onsite ~ N/A

Remarks: The new owner of the site is using it as a refueling station for his propane

business. The land use remains recreational, commercial, industrial, or
manufacturing..

3. Land use changes offsite 0 N/A

Remarks: No change, offsite land use remains residential and commercial,

A. Roads

VI. GENERAL SITE CONDITIONS

B Applicable ~ N/A

1. Roads damaged ~ Location shown on site map 0 Roads adequate
Remarks: Roads within the site are passable.

~ N/A

B. Other Site Conditions

Remarks:

VII. LANDFILL COVERS

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A. Landfill Surface

There is no landfill cover, only a vegetative cover for this Site.

1. Settlement {Low spots) ~ Location shown on site map ~ Settlement not evident
Areal extent: Depth;

Remarks: No landfill on the site. The incinerator ash was backfilled on-site with a clav and toosoil
cover.

2.

Cracks ~ Location shown on site map ~ Cracking not evident

Lengths: Widths: Depths:

Remarks:

3.

Erosion O Location shown on site map E Erosion not evident

Areal extent: Depth:

Remarks:

4.

Holes ~ Location shown on site map ~ Holes riot evident

Areai extent Depth:

Remarks:

'8.

Vegetative Cover

0 Cover properly established ~ No signs of stress 03 Grass ~ Trees/Shrubs
Remarks: There is no landfill cover, oniv a veaetative cover for this Site.

6.

Alternative Cover (armored rock, concrete, etc.) ~ N/A

Remarks:

7.

Bulges ~ Location shown on site map ~ Bulges not evident

Area! extent: Height:

Remarks:

8. Wei Areas/Water Damage 0 Wet areas/water damage hot evident

~	Wet areas ~ Location shown on site map Area! extent:

~	Ponding ~ Location shown on site map Areal extent:

~	Seeps O Location shown on site map Areal extent:

~	Soft subgrade ~ Location shown on site map Areal extent:

Remarks:

9.

Slope Instability p Slides ~ Location shown on site map ~ No evidence of slope instability

Areal extent

Remarks:

B.

Benches 0 .'ist/A

(Horizontally constructed mounds of earth placed across a steep landfill side slope to interrupt
the siope in order to slow down the velocity of surface runoff and intercept and convey the runoff
to a lined channel.)

t.

Flows Bypass Bench ~ Location shown on site map ~ N/A or okay
Remarks:

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:

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C, Letdown Channels	~ Applicable ~ 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
Area! 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 ~ Location shown on site map ~ N/A

Type: Areal extent:	Height:

Remarks:

6. Excessive Vegetative Growth ~ No evidence of excessive growth

~ Evidence of excessive growth ~ Vegetation In channels but does not obstruct flow
a Location shown on site map Areal extent
Remarks:

0. Cover Penetrations	0 Applicable ~ N/A

1. Gas Vents	0 N/A

~	Active	~ Passive O Routinely sampled

O Properly secured/locked ~ Functioning O Good condition

~	Evidence of leakage at penetration ~ Needs OS M
Remarks:

2. Gas Monitoring Probes	B N/A

O Routinely sampled

D Properly secured/locked ~ Functioning ~ Good condition

~ Evidence of leakage at penetration ~ Needs O&M

Remarks:

3. Monitoring Wells (within surface area of landfill)	~ N/A

B Routinely sampled

El Properly secured/locked g] Functioning ~ Good condition
~ Evidence of leakage at penetration El Needs O&M

Remarks: Bollards and stick-ups to be painted and stick-up for piezometer P-8S to be replaced,

4. Leachate Extraction Wells	H N/A

P Routinely sampled

~	Properly secured/locked ~ Functioning ~ Good condition

~	Evidence of leakage at penetration ~ Needs O&M
Remarks:

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5. Settlement Monuments ~ Located ~ Routinely surveyed ~ N/A
Remarks:

E. Gas Collection and Treatment	Q Applicable 0 N/A

1.	Gas Treatment Facilities	ON/A

~	Flaring ~ Thermal destruction 9 Collection for reuse

~	Good condition	Q Needs D& M
Remarks:

2.	Gas Collection Wells, Manifolds and Piping	~ N/A

~	Good condition	~ Needs OS M
Remarks:

3. Gas Monitoring Facilities (e.g., gas monitoring of adjacent homes or buildings) O N/A
9 Good condition	~ Needs 0& Wi

Remarks:

F. Cover Drainage Layer	~ Applicable H N/A

1. Outlet Pipes Inspected ~ Functioning	~ N/A

Remarks:

____________ Q Functioning	~ N/A

Remarks:

G. Detention/Sedimentation Ponds	~ Applicable [x] N/A

_______	Q Siitatlon evident	Q N/A

Areal extent:	Depth:

Remarks:

2. Erosion	^ ~ Erosion evident	Q N/A

Areal extent:	Depth:

Remarks:

3. Outlet Works	U Functioning	~ N/A

Remarks:

_____	Q Functioning	—— j—j ^

Remarks:

H. Retaining Walls	~ Applicable S3 N/A

1. Deformations	~ Location shown on site map ~ Deformation not evident

Horizontal displacement: Vertical displacement: Rotational displacement:
Remarks:

2, Degradation	O Location shown on site map ~ Degradation not evident

Remarks:

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Perimeter Ditches/Off-s!te discharge

~ Applicable |2 N/A

1. Siltation ~ ~ Location shown on site map ~ Siltation not evident

Areal extent:	Depth:

Remarks;

2, Vegetative Growth Q Location shown on site map ~ Vegetation does not impede flow
Area! extent;	Type:

Remarks;

3. Erosion ~ Location shown on site map ~ Erosion not evident

Areal extent;
Remarks;

Depth:

4. Discharge Structure	[J Location shown on site map	Q N/A

~ Functioning	~ Good Condition

Remarks:

VIII. VERTICAL BARRIER WALLS

1, Settlement

Areal extent;
Remarks;

O Location shown on site map ~ Settlement not evident
Depth:

2. Performance Monitoring	Q n/A

~	Performance not monitored

O Performance monitored Frequency: Approximately every 6 weeks

~	Evidence of breaching Head differential:

Remarks:

IX. GROUNDWATERSURFACE WATER REMEDIES 0 Ap

A, Groundwater Extraction Wells, Pumps, and Pipelines

BJ Applicable ~ N/A

1. Pumps, Wellhead Plumbing, and Electrical	~ N/A

B All required wells located ~ Good condition ~ Needs O& M

Remarks: Groundwater extraction and treatment system was mothballed In 2008.

2.	Extraction System Pipelines, Valves, Valve Boxes, and Other Appurtenances ~ N/A
E3 System located ~ Good condition ~ Needs 0& M

Remarks: Groundwater extraction and treatment system was mothballed in 2006.

3.	Spare Parts arid Equipment	~ N/A

~	Readily available ~ Good condition

~	Requires Upgrade ~ Needs to be provided

Remarks: Spare parts were not evident in the WWT building. Groundwater extraction and
treatment system was mothballed in 2000.

B. Surface Water Collection Structures, Pumps, and Pipelines ~ Applicable UN/A

1. Collection Structures, Pumps, and Electrical

~ Good condition ~ Meeds 0& M
Remarks:

~ N/A

2, Surface Water Collection System Pipelines, Valves, Valve Boxes, and Other Appurtenances

El N/A

~ Good condition	O Needs OS M

Remarks:

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3. Spare Paris and Equipment	H N/A

D Readily available ~ Good condition
O Requires Upgrade ~ Needs to be provided

Berths:				

C. Treatment System	~ Applicable El N/A

1.	Treatment Train (Check components that apply)

p Metals removal PQil/water separation ~ Bioremediation
~ Air stripping ~ Carton adsorbers D Filters {list type):

P Additive {list type, e.g., chelation agent, flocculent)

P Others (list):

P Good condition P Needs O&M

p Sampling ports properly marked and functional

P Sampling/maintenance log displayed and up to data

P Equipment properly identified

p Quantity of groundwater treated annually (list volume):

P Quantity of surface water treated annually (list volume):

Remarks:			

2.	Electrical Enclosures and Panels (properly rated and functional)	~ N/A
P Good condition ~ Needs 0& M

Remarks:

3. Tanks, Vaults, Storage Vessels	ON/A

P Good condition ~ Proper secondary containment P Needs O&M
Remarks:

4. Discharge Structure and Appurtenances	P N/A

~ Good condition ~ Needs O& M
Remarks:

5. Treatment Building(s)	DN/A

O Good condition (esp. roof and doorways) ~ Needs Repair
P Chemicals and equipment properly stored

Remarks: Treatment building remains on site in fair condition. Groundwater extraction and treatment
system was mothballed in 2008.

6, Monitoring Wells (pump and treatment remedy)	DN/A

p All required wells located Q Properly secured/locked p Functioning p Routinely sampled

O Good condition ~ Needs O&M

Remarks:

D. Monitored Natural Attenuation

I Applicable ~ N/A

1. Monitoring Wells {natural attenuation remedy)	ON/A

0 All required wells located B Properly secured/locked^ Functioning 0 Routinely sampled
P Good condition 0 Needs O&M

Remarks: Stick-ups and bollards need to be painted, limbs need to be trimmed and P-8S needs the
	stick-up replaced.	_____

X. OTHER REMEDIES

If there are remedies applied at the site which are not covered above, attach an inspection sheet
describing the physical nature and condition of any facility associated with the remedy. An
example would be soil vapor extraction.

XI. OVERALL OBSERVATIONS

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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.)

The remedial objective determined to be necessary at the Old Midland Products site and the
effectiveness of the chosen remedies are as follows:

•	Minimize the threat to the public health from direct ingestion of shallow ground water,
both on site and downgradient of the site.

*	Contain the contaminant plume inside the on-site TI zone,

As of the Fall 2015 sampling event, the contamination is still contained within the TI zone
on-site. The remedy is functioning 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 pratectiveriess of the remedy.

	The frequency of sampling and the wells evaluated oould be reduced.	

C, Early Indicators of Potential Remedy Failure

if contamination is detected outside of the TI zone.

-------
Appendix E - Site Maps

-------
[Page intentionally left blank,]

-------


Ouachita Mounu

V2014NoKia©ANO©2014
Microsoft Corporation

Old Midland Products
Location Map

Approximate Site Boundary
Approximate Remedial Action Excavation Area
SisL tji APP'0*""13'® Technical Impracticability Zone

6?f»0jlJc!i'l)MI3-0010-08!Il5hlfll»_30lJ-00l0-O57\d«i'nMp'fKluro 2.1 L«
-------
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fMW;01D;

Approximate Site Boundary

Old Midland Products
Monitoring Well Location Map

rV Monitoring Well

Approximate Remedial Action Excavation Area & Piezometer
Approximate Taohnloal Impracticability Zone *» Recovery Well

3 \>%#cls>0301 WJOIC-OSTVsVJo^Tiap^aure 2.2 A*fol Ste Mep.rnxd

BASEMAP SOURCE
(c) 2010 Microsoft Corporation
and its data suppliers

0 45 90 180

J Feet

-------
Appendix F — Photos

-------
[Page intentionally left Manic.]

-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet



¦ j.



Location:

Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

Photo ft

Looking N

Description:

Site sign near entrance

Photographer:

M. Moix

Witness:

T. Wright

Date:

11-12-2015

Time:

1:52 pm

-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet

Location: Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

Photographer:

M. Moix HbA

Witness: T. Wright 'J|(J

Photo# 2 or 6 Looking NE

Date: 11-12-2015 Time: 12:06 pm

Description:

MW-19S casing and bollards need painting



¦

an

?A"

¦"•••r "''J

-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet

Location:

Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

Photographer:

M. Moix M y\

Photo #

Looking N

Description:

Piezometer P-08S casing needs replacement

Witness:

Date:

T. Wright
11-12-2015 Time:

12:55 pm

-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet

Locution:

Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

Photographer:

M. Moix

Witness: T. Wright *f|J

Photo # 4 of 6 Looking NW

Date: 11-12-2015

Time:

1:11 pm

Description:



Previous breach in west fence line has been mended

-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet

Location:

Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

I'holo U

Looking N

Photographer:

m. Moix (y\ 
-------
Arkansas Department of Environmental Quality (ADEQ)
Official Photograph Sheet

*3* &

RURAL PROPANE

Location:

Old Midland Products Site, Highway 10, Ola, Yell County, Arkansas

Photo #

Looking NF,

Description:

New site owner's equipment installed near southeast comer

Photographer:

M. Moix I^WA

Witness:

T.Wright JlJ

Date:

11-12-2015

Time:

1:49 pm

-------
Appendix G - Additional date or statistical analyses

-------
[Page intentionally left blank.]

-------
Table 1 Cleanup Goals

Contaminant

Cleanup
Level
(M-fi/t)

2016
Maximum
Ground Water
Concentration
(M-g'L)

Basis for Cleanup Goal

Acenaphthene

370

145

Non-carcinogen; risk-based HQ=1

Acenaphthylene

940

4.52

Non-carcinogen; risk-based HQ-1

Anthracene

1,800

8.39

Non-carcinogen; risk-based HQ=1

Benzo(a)anthracene

0.2

2.48

Carcinogen; use the benzo(a)pyrene
MCL

Benzo(b)fluoranthene

0,2

<1,6

Carcinogen; use the benzo(a)pyrene
MCL

Benzo(k)fluorantliene

0.92

-------
Table 2 Summnty ofpenlachlo/ophcnot and PAHs in groundwater, Old Midland Produces Supcffttnd Site.





























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-------
Tabic 2 Summary ofPcniochlorophenol and PAHs in groundwater, Old Midland Producis Supcrfund Site.























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I0/26/J999

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479

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580

27.3

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200

6.69

647

372

133

158

57.1

268

42.3

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<2

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1190

1500

457

37.9

3020

498

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1470

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259

238

132

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546

525

20.2

513

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11.9

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8.86

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7/26/2000

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2,14

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5,41

6.89

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134

671

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310

24.8

1370

244

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423

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97.4

93.2

45.4

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32.9

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<20

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m

518

440

<20

620

113

<50

258

168

49.7

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<20

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8/27/5002

<100

550

530

1000

25

1305

230

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540

390

87

86

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31

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<20

<20

21

3/27/2003

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830

1)00

1200

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2200

350

<20

900

580

150

(40

55

58

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<20

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8/26/2003

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189

470

550

9.3

310

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2/24/2004

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190

130

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8/25/2004

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130

310

330

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<5

<2

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2/22/2G0S

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190

330

460

<8

320

50

3$

120

83

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18

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<8

<20

<8

<8

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8/23/2005

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130

270

420



7.53

1.54

1.03

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4/23/2014

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114

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261

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63.3

141

261

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1.82

1.6

-------
TaWe 1 Summtuy of PertfBcblorophenot and PAHs fn jjrourKhvfller, Old Midland Products Superlund Site.



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-------
Table 2 Summary ofPcnlacblotophcno! and PAHs in groundwater. Old Midland Produce Superftwd Site.



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10/27/1999

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<2

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1/W2000

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<2

<2

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>1/19/2000

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<2

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<2

<2

<2

<$

<2

<2

<2

<2

<2

<2

<2

<2

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<2

7/24/30Q0

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<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

1/23/209!

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<2

<2

<2

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<5

<2

<2

<2

<2

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7/30/3001

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mm 002

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<2

3/4/2005

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<2

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<2

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<2

<5

<2

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8/26/2003

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<2

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<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

2/24/2004

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

mmm

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<1

<2

<5

<2

<2

<2

mmms

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

8/21/2005

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

2/1^2006

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

1/24/2006

<10

<2

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

IQ/9/30Q6

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

12/19/2806

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

3/22/200?

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<1

<2

<2

<5

<2

<2

<2

I0/17/2&0I

<2

<0.12

<0.j2

<0-04

<0.08

<0,08

<0,08

<0.2

<0.08

<0.08

<0.2

<0.2

<0,16

<0.16

<0.16

<0.24

<0.24

<0.24

5/20/2009

<2

<0.12

<0.12

<0,04

<0.08

<0.08

<0.8

<0.2

<0.08

<0.08

<0.2

<0.2

<0.16

<0.16

<0.16

-------
Table 2 Sunwiojysf PemochlorophcnG} and PAHs in groundwater, OM Midland Products Supcrfund Site.























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10/5/2010

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<0.16

<0.16

<0.2

<0.16

<0.16

4/5/201 \

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<0.08

<0.08

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<0,16

<0,2

<0.16

<0.16

mmm

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<0.1

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<0,08

<0.08

<0.08

<0.1

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<0.1

<0.16

<0.16

<0.16

<9.2

<0.16

<0.16

mmon

<1

<0.1

«M

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<0.08

<0.08

<0.0B

<0.1

<0,08

<0.08

<0,1

<0.1

<0.16

<0.16

<0.16

<0.2

<0.16

<0,16

10/16/2012

<1

<0.1

<0.1

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-------
Tab1e2 Summary o f P« niach f o rophcnol and PAHs in groundwater, Old Midland Products Suptrfund Site.























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-------
Table 1 Summwy of Peniachlorophcriol and PAHs irv groundwater, Old Midland Product Supcrftind Site.



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-------
Table 2 Summary ofPcntachioroplienol and PAHs m gfoundtwntcf, Old Midland Pfoducu Sapcrftind Sire,

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-------
Tabfc 2 S ummary of Pail nchtoroph enot and PAHs In grou ndwalcr, Old Midland Product* Superfund Site.























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Table 2 Summary ofPemachtoiophenol and PAHs in groundwater, Old Midland Products Soperfund Site.



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-------
Tob!e2 Swnmaiy ofPeniacMoropheno! and PAHs in groundwater, Old Midland Products Suj*rfund Site,



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-------
Tobtc 2 Summary or Peniachiofophcnol mid PAHs in groundwaier, Old Midland Product Supcrfund Site.























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Tabic 2 Summary of PcniachloiophcnoJ ond PAHs in groundwater, Old Midland Product Supcrfund Site,



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-------
Tabic 2 Suramo/y of PefUacli! orophcnol and PAHs in ground^vatcr, OJd Midland Pradacis Supcrfund Site.

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Page 26 of 37

-------
Table 2 Summaiy oFPcniachtoroplienoi and PAHs w groundwater uiii Midland Product Supcrfund Site.



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436000

70500

13600

137008

123000

28800

24800

<4000

11060

12901

n/a

<4000

8760

1/25/2000

<250000

143000

207000

185000

<40000

413000

60400

13400

179000

129000

29660

25100

<40069

37600

37308

<40M0

<40000

<40000

4/25/2000

3690

32400

45400

37500

861

$2600

mm

3960

48790

22290

6560

£360

994

2020

2700

1070

810

989

7/27/2000

14599

82400

mm

moo

2020

P5IQP0

37300

7460

8(700

1WOO

16400

14300

2140

3530

6030

4760

3810

4310

1/3W09I

3910

226

413

810

9.8 8

419

7S-2

61.7

106

12.5

23,1

23.2

S.54

6.93

8,6!

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<2

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7/30/2001

2280

1230

1710

I8S0

422

3420

596

283

1530

1080

26S

245

$3.3

82,2

130

23.3

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<20

wmm

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110

340

1560

<20

270

44

170

67

48

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<20

<20

<59

<20

<20

<20

<20

vmm

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$30

780

960

H

I200

190

110

560

470

85

76

27

26

30

<10

<10

<10

mmm

1409

550

980

2009

<20

1300

210

160

S50

430

88

90

40

<50

28

<20

<20

<20

msrtm

1200

$900

9300

6700

<200

18000

2800

<200

8206

5300

(300

1200

490

<500

406

<200

<200

<208

8/24/2004

<20000

1ICCCD

150006

130000

<4000

3900S6

51000

12000

I500Q0

106060

25000

23000

9900

<10000

8200

<4000

<4000

<400©

2/21/2005

<5000

27000

36000

21909

<1000

72000

12000

2200

34000

23000

5706

$400

<1000

<3000

1900

<1000

<1000

<1000

8/22/20G5

m

730

1100

SI

<40

2000

340

68

1000

660

J8Q

200

92

<100

90

56

52

82

2/21/2O06

760

1200

iaoo

2100

<100

3200

550

320

1500

890

230

220

<100

<300

120

<100

<100

<100

8/21/2606

<2000

I7000

23 000

17000

<400

46090

78QO

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230M

16960

3990

3509

1490

1290

1200

530

<400

<400

9/27/2006

<10

23

54

17

<2

27

5.1

<2

20

13

2.1

2

<2

<2

<3

<2

<2

<2

I2/19/2M6

<10

1!

26

16

<2

II

3 J

<2

8

4

<2

<2

<2

<2

<5

<2

<2

<2

3/21/2007

<10

38

81

78

<2

40

38

7,8

14

9.4

2.1

2.1

<2

<2

<5

<2

<2

<2

I0/&/2C0S

<2

<0,12

3.44

<0,04

0.108

<0.08

0.164

<0.2

i.864

2,88

<0.2

<0-2

<0,16

<0.16

0,464

0,258

<24

0.304

5/22/2009

<2

fit A

ISO

1.232

0,95)

52

4.814

7.788

1.03

5,158

0,351

0.362

<0.16

<0.16

0.167

<0,24

<24

<0.24

11/5/2W9

<200

174

299

698

<8

299

37

92

170

128

34.7

27.3

<16

24,3

25,7

<24

<24

<24

•1/29/20(0

<20

93.5

187

7.86

1.163

52,1

1949

14.4

31.1

15,2

3*083

2.07

3.314

<1.6

6.932

<2.4

<2,4

<2.4

10/12/2010

<10

61.9

127

1.89

<0.8

17

2,86

12.5

<0.1

7.2

<1

<1

1,73

<1,6

1.72

<2

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<1.6

4/7/2® II

<10

94.T

208

9.29

3.15

46

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17

24,8

10.8

1.46

Mi

m

<1.6

<1.6

<2

<1,6

<1.6

10/13/2011

<10

78.5

147

2.72

1.08

10.7

7.31

12

19.3

10

<1

<1

-------
Tabic 2 Summary of Pcnlachlqrophenol and PAHs in groufldwHef, Old Midland Products Superfund Sue.































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1120

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130000

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-------
Taofc 2 Summary of Peiuacblorophcnol and PAHs in groundwater, OJd Midland Producis Superfund Site.



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15800

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2350

1930

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2070

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258

308

35.8

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370

170

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31.2

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81.4

2.8

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42.7

37,7

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8.22

5.16

7.37

1/31/3 091

203

17.7.

48.3

8,73

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13.1

3.42

<5

3.89

S.6S

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<2

<2

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7/30/2001

<10

20

52.5

7.94

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2,32

3.04

<5

13

7.28

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<2

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<2

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8/28/3 002

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42

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98

16

10

28

13

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<20

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3/5/2003

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<2

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B/27/2003

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50

120

100

2.1

84

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30

15

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<2

<2

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<2

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<0.16

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<0.16

<0,2

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<0.16

4/21/23(4

Flooded below grade surface completion, ihcrcftxc welt was not sampled.

























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2.82

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<0.08

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0.158

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0.523

0.245

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flooded below grade sutfjKe ceitiptetum, therefore well was ntrt sampled

























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0.097

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0,283

0.133

<0,1

<0.1

<0.16

-------
Table 2 Summary of Pcntach Jorophenol end PAH* in groundwater, Old Midland Products Superfund Sice.

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-------
Tnb1c 2Summ«y ofPcniachiorophcnol andPAHs m giowidwaicr. Old Midland Products Supctfund Sile.





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-------
Tabic 2 Summory of PsnUKhloropljcnal wd PAHs in groundwater. Old Mrdttwd Products Supcrfund Silc.



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2/21/2005

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3.7

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3.2

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8/22/30SS

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<2

2/21/2006

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<2

<2

<2

<2

<1

<2

<2

<3

<2

<2

<2

<2

<5

<2

<2

<2

8/21/2024

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<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

I0/3/200&

<10

<2

2.5

<2

<2

<2

<3

<2



2.7

<2

<2

<2

<2

<5

<2

<2

<2

I2/20/2W6

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

3/2I/2G07

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

10/(0/2008

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<0.12

<0.12

<0.04

<0.08

0.88

<0.08

<0.2

0.092

<0.8

<2

<0.2



<1.6

<0.16

<0.24

<0.24

<2.4

5/22/2009

<2

1,16?

6.12?

0.494

0.197

<0.08

<0.08

<0-2

6.207

6.1

0.2

<0.2

<0.16

<0-16

<0.16

<0.24

<0.24

<0,24

11/5/2009

<2

0.49

6.34

0.152

0.42

<0.08

0.23

0.69

1.64

1.06

0.41

<0.2

1.06

039

0,38

0.837

<0.24

0.66

5/4/20(0

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<0,12

<0.12

<0.04

<0.08

<0.08

<0,08

<0.2

<0.08

<0.08

<0.2

<0,2

<0.(6

<046

<0.16

<0.24

<0.24

<0.24

[0/11/2010

<1

0.569

5.96

<0.08

0.216

<0.04

0.156

<0.1

0.743

0,305

<0.1

<0.1

<0,16

<0.J6

<0.16

<0.2

<0.16

<0,16

4/7/2011

<1

0.4

3,%

<0.08

0.153

<0.08

0.124

<0.1

0.905

0,382

<0.1

<0.1



0.203

<0.1

0.66

0,392

<0,1

<0,i

<0.16

<0.16

<0,16

<0.2

<0.16

<0.16

•1/22/2014

<1

0.445

1.61

0.118

<0.08

<0.08

<0.08

0.273

<0.04

<0.08

<0.1

<0.1

<0.I6

<0.16

<0.16

<0.2

<0.16

<0,16

i 0/7/2014

-------
Table2 Summary ofP«niach(a/ophcnol and PAHs in ground water. Old Midland Products Supcrfund Site.

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143000

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4306

<4000

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72200

97800

23200

<4000

238000

44908

<10000

67300

86500

17900

17400

<4000

<4000

<4000

<4W0

<4000

<4000

msnm

<2000

9170

10900

iaoo

<400

24700

5170

289

mm

9190

2460

2210

H0O

478

1070

673

<406

<400

4/35/2000

<100

663

819

224

14,6

2230

373

<50

790

444

200

181

83.8

38.3

64.6

70.2

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72.5

7/27/1W0

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<20

59.8

<20

<20

<20

<20

<50

<20

<20

<20

<20

<20

<20

<20

<20

<20

<20

1/31/2001

102

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134

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553

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15.4

18.5

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<2

<2

<2

<2

<2

<2

<2

mmm

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56.5

132

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54.4

10.1

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3 M

20.7

3.54

3.30

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<2.14

<2.14

<2.14

8/28/3002

<20

M0

220

<4

6.8

290

62

fl

180

140

33

34

IS

12

13

6,9

<4

7.8

mam

<10

32

82

14

<2

30

5.2

4.3

13

9.2

<2

<2

<2

<2

<5

<2

<2

<2

mmm

<10

15

39

<2

2.1

<2

1

<2

10

73

<2

<2

<2

<2

<5

<2

<2

<2

m%nm

-------
Table 3 Summary of Ptntachlorophcnol and PAHs in groundwater, Old Midland Products Superfund Site.





:.4
|



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i

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1

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iwji)



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940

470

1800

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1500

*80

0.1

9.2

0,2 •• '

0.92

6,2

0.2

- ¦

470

RW-B

7/21/1999

<20503

12 3-P GO

172000

ISfiflO

<4000

m»w

£4000

<10000

173000

ISOOOO

25500

24000

13400

5310

7750

<4000

<4000

<4000



10/29/1999

<200000

522000

757000

385000

<40000

1760000

324000

<100000

524090

579000

I1SBOO

127000

<40000

<40000

<40000

<40000

<40000

<40000



1/25/2000

<200000

495000

662000

527000

<40000

1400000

247000

28400

649000

4»00Q

mm

106000

73100

22000

62200

<40000

<40000

<40000



4/25/2009

<10000

$150

7250

3820

<2000

15400

2890

<5000

7610

4520

<2000

<2000

<2000

<2000

<2000

<2000

<2000

<2000



mimw

159

1440

113 B

1020

<2

2700

822

146

3300

1510

345

304

(18

43,4

92

31,2

H.9

27. r



1/31/2001

172

132

442

210

<20

712

138

<50

288

280

55.2

53.6

22.1

<20

<20

<20

<20

<20



7/50/3001

16.9

48

m

10.5

2,64

23.6

6,56

6.23

H.9

7.69

<1.28

<2.28

<2.28

<2.28

<2.28

<2.28

<2.28

<2,28



8/28/2002

<10

74

m

23

<2

84

1$

23

26

17

<2

<2

<2

<2

<5

<2

<2

<2



3/5/2003

<10

97

220

44

2.9

110

15

6.3

40

29

5,5

5.2

<2

<2

<5

<2

<2

<2



8/27/3003

<10

77

m

17

3.2

€5

1!

27

22

13

<2

<2

<2

<2

<5

<2

<2

<2



2/25/2004

<10

56

(50

IS

2,5

49

150

20

24

14

3.2

3.2

<2

<2

<5

<2

<2

<2



5/24/2 004

<20

190

3 J0

230

6.2

220

34

36

46

28

5.3

4.8

<4

<4

<10

<4

<4

<4



2/21/2005

<10

53

140

10



1.45

9.78

2,4

i.3

0.146

0.151

<0.16

<0.16

<0.16

<0,2

<0,16

<0.16



4/23/2014

<1

9.02

45,2

8.39

0.52

2.75

0.684

12.9

1.03

0.572

<0.1

<0.1

<0.16

<0.t6

<0,16

<0,2

<0.16

<0.16



10/8/2014

<1

5.97

33.9

0,739

0.454

0.520

0.402

6.62

0.709

0.252

<0.1

<0.*

<0.16

<0.16

<0.16

<0.2

<0.16

<0,16



4/13/2015

Flooded! below grade surface completion, therefore «ell was

not sampled



























11/! 3/2 0(5

<1

12.7

44.4

22.2

0.812

C.JO

S.80

9.90

2.27

1.31

<0.1

0.186

<0.16

<0.(6

<0.16

<0.2

<0.16

<0.16

L-

4.-6/20! 6

Flooded heb

v fcrsde fwftcc completion, (hefefore 
-------
Tabic 2 Summtuy of PenWcWoroplienol and PAHs m groundwater, 0!d Mid lend Pfodtcts Supc/fund Site.





• '-'"I •.



















C



J

j



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W )

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ivm

cp«5u.





Cleanup

Uvefc (uel L>



240

370

u

wo

4W

nm

•"•— • '

ISOfl

180

0.1 .

9.2

0.2

8.92

0.2

0.2



m

D times









































1/25/2000

<10

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2



WS/2001

<10

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2



7/31/2001

<10

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2



8/27/3002

<10

<2

<2

<2

<2

<7

<2

<2

<2

<2

<2

<2

<2

<2

<$

<2

<2

<2



33/2003

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2



wmm

<10

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2

-------
TabtlelSummrny of Pcn?aeh1orophenol and f'AHs infitouml water.Old Midland ProductsSaperfund Site,





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J





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t



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fit



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ID

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Cpg/L)

¦wu

UitfL)



(Jjf/L)

(m/M

: Wm

WL)





liW

Mm

W

c^>





WV

ii>m.

CksauR

Level*

I

240

370

6,2

340

470

1800



1506

180

0.2

9A

0,2

0,92

0.2

0,1

••••—"••

470

Nedey









































1/25/2000

<10

<2

<2

<2

<2

<2

<2

<5

<2

<2

<2

<2

<2

<2

<2

<2

<2

<2



1/2J/2001

-------
Table 2 Summery of Pcftiachlotophenol end I*aHs In groundwater, Old Midland Products Syperfund Site.

Wtll



"J

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I
1

2

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g

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ID

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W







IHS/U

(Hg/L)



v<«'M





Cleanup Levels (itg/U

1

:: 240

3?©

6.2 ••

m

470

Moo

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I5W

180

0.2

S.J

0.2

0.92

0.2

0,2

• w -

470

P-2D









































mmm

ft/a

<0.12

<5.12

<0.04

<0.08

<0.08

<0.0$

n/a

<0.08

<0.03

<0.2

<0.2

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth lo

Depth to

Groimtl water



Well ID

Elevation (ft)1

Date

Wntci' (fl) ;

NAPL (ft)

Elevation

Total Depth,(ft)

RW-l

349.53

9/29/2006

13.85

...

335.68

29.00





12/18/2006

7.80

—

341.73

29.00





3/19/2007

1.55

28.34

347,98 ¦

29.00





10/8^008

3.80

...

345.73







512212009

NM

NM

NM

NM





11/2/2009

0.40

—

349, J 3

28,50





4/28/2010

0,70

—

348.83

28.90





10/4/2010

7.62

...

341,91

28.90





4/4/20)1

7.20

—

342.33

28.95





10/10/2011

7.73

—

34 J.80

28,93





4/9/2012

0.40

...

349.13

28,97





10/1.1/2012

8.55

...

340.98

29.00





4/29/2013

0.85

—

348.68

29,05





9/30/2013

7.23

Obs. NAPL

342.30

28.92





4/21/2014

0.26

0.01

349.27

28.30





10/6/2014

4.20

...

345.33

29.00





4/13/2015

1.11

I,to

348.42

29.05





11/10/2015

5.01

—

344.52

29.11

RW-2

349-05

9/29/2006

13.15



335.90

28.70





12/18/2006

7.30

19.00

341.75

28.70





3/1 mwi

2.00

19.00

347.05

28.70





10/10/2008

4.28

—

344.77

NM





5/22/2009

NM

NM

NM

NM





11/2/2009

NM

NM

NM

NM





4/2811010

0.(10

...

349.05

28.00





10/4,'2010

'6.75

—

342.30

27.90





4/4/2011

3.72

—

345.33

28.62





10/10/2011

7.05

—

342.00

28.50





4/9/2012

0.20

...

348.85

28,20





10/15/2012

8.00

...

341.05

28.20





4/29/2013

0.30

—

348.75

28.20





9/30/2013

7.03

...

342.02

28.00





4/21/2014

NM

NM

NM

NM





10/6/2014

3.73

...

345.32

28.05





1I/I0/2QJ5

4.45

—

344.OT

27.94

RW-3

348,77

9/29/2006

12.60

...

336.17

28.80





12/18/2006

475

—

342.02

28.80





3/19/2007

0.81

27.98

347.96

28.80





10/9/2008

2.78



345.99

NM





5/22,*2009

KM

NM

NM

NM





1 l/2i'2009

MM

NM

NM

NM





4/28/2010

MM

NM

NM

NM





10/4/2010

6.60

...

342.17

28.85





4/4/2011

3,13



345.64

28,85





10/10/2011

6,62

—

342.15

28.55

Page 1 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Cusiny.



Depth to

Depth to

Groundwater





Elevation (ft)1

Dfitt*

Water (ft)

NAPL(ft)

televatiofi

Total Depth (ft)





4/9/2012

NM

NM

		NM	

NM





10/15/2012

NM

NM

NM

NM





4/29/20)3

NM

NM

KM

NM





9/30/2013

6.50



342.27

28.80





4/21/20 J 4

NM

NM

NM

NM





10/6/2014

3.17



345.60

28.88





1I/10/201S

3.80

—

344.97

28.89

RW-4

348,21

9/29/2006

14,15



334.06

28.20





12/IS/2006

8.40



339.81

28.20





3/19/2007

3.78

28.00

344.43

28,20





10/9/2008

0.03

...

348.18

NM





5/22/2009

NM

NM

NM

NM





11/2,-2009

NM

NM

NM

NM





4/28,-2010

NM

NM

NM

NM





(0/4,<2010

9.80

...

338.41

28.40





4/4/2011

NM

NM

NM

NM





10/10/2011

10,04



338.17

28.75





4/9/2012

NM

NM

NM

NM





10/15/2012

NM

NM

NM

NM





4/29/2013

NM

NM

NM

NM





9/30/2013

9.91

—

338.30

28.52





4/21/2014

NM

NM

NM

NM





10/6/2014

5.90



342.31

28.55





11/10/2015

NM

NM

NM

NM

RW-5

347,71

9/29/2006

13.68



334.03

33.30





12/18/2006

7.90



339.81

33.30





3/19/2007

2,00

32.95

345.71

33.30





10/11/2009

NM

—

NM

NM





5/22/2009

NM

NM

NM

NM





11/2/2009

NM

NM

NM

NM





4/28/2010

"NM

NM

NM

NM





10/4/2010

8.64



339.07

33.40





4/4/2011

NM

NM

NM

NM





10/10/2011

9.03

...

338.68

33.55





4/9/2012

NM

NM

WM

NM





10/15/2012

NM

NM

NM

NM





4/29/2013

NM

NM

NM

NM





9/30/2013

8.90

__

338.8!

33,30





4/21/2014

NM

NM

NM

NM





10/6/2014

4.52

—

343,19

33.42





11/10/2015

NM

NM

NM

NM

Page 2 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Cosing



Dipili to

Depth to

Groundwater



Weil ip

Elevation (It)1

Date

Water (ft)

NAPL (It)

Elevation

Total Depth (ft)

RW-6

349,39

9/29/2006

15.28



334.11 '

29.00





12/18/2006

9.50

...

339,89

29,00





3/19/2007

3.20

28.32

346,19

29.00





10/10/2008

5.59

—

343.80

—





5/22/2009

NM

HM

NM

NM





11/2/2009

2.56

—

346.83

28.82





4/28/2010

1,50

...

347.89

28.74





10/4/2010

9.50

—

339,89

28.90





4/4/2011

6.69

—

342.70

2S.72





10/10/201!

9.90

—

339.49

28,72





4/9/2012

2.87

...

346.52

28.67





10/15/2012

10,70

...

338.69

28.67





4/29/2013

2.75

—

346.64

28.65





9/30/2013

9.79

Otss, NAPL

339.60

28.75





4/21/2014

2.25

Obs. NAPL

347,14

NM





10/6/2014

6.30

—

343,09

28.70





4/13/2015

3.50

...

345,89

28.70





11/10/2015

6.99

...

342,40

28.94

RW-7

348.76

9/29/2006

2.56

mmm

346,20

28.80





12/18/2006

8.70

—

340.06

28.80





3/19/2007

L40

25.68

347.36

28.80





\mmm

3.87

—

344.89

—





5/22/2009

NM

—

NM

NM





11/2/2009

0.10

—

348,66

27.45





4/28/2010

0.61



348.15

26.91





I0/4/2010

7.38

—

341.38

26.80





4/4/2011

4.30

—

344.46

26.70





10/10/2011

7.40



341,36

26.79





4/9/2012

0.40

...

348.36

26.93





10/15/2012

9.00

...

339,76

26.90





4/29/2013

0.60

...

348.16

26.90





9/30/2013

7.38

...

341.38

2470





4/21,*2014

0.00

—

348.76

26.80





10/6/2014

4.10

...

344.66

26.75





4/(3/201!

0JR

...

348.08

26.91





11/10/2015

4.82



343.94

27.76

Page 3 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superftmd Site.

Well ID

Casing
Elevation (ft)1

Dull:

Depth to
Wafer (ft)

Depth to
NAPL {!*)

Groundwater
Elevation

Total Depth (ft)

RW-8

349,40

9/29/2006

18,15



331.25

28.30





12/18/2006

8,60

—

340.80

28.80





3/19/2007

1,30

28.11

348.10

28.80





10/8/2008

3.80

—

345.60







5/22.'20(W

NM

NM

KM

NM





11/2/2009

0.00

—

349,40

28.85





4/28/2010

0.46

—

348.94

28.38





10/4/2010

7.38

—

342,02

28.25





4/4/2011

4.25



345.15

28.32





10/10/2011

7.42

„„

341.98

28.30





4/9/2012

0.50



348.90

28.37





10/15/2012

8.90

—

340.50

28.40





4/29/2013

0.85

—

348.55

28.45





9/30®) 13

7.32

Obs. NAPL

342.08

28.20





4/21/2014

0.00

—

349.40

28.30





I0/6/20J4

4.05

...

345.35

28.50





11/10/2015

4.86

...

344,54

28.43

Page 4 of 25

-------
Table 3 Historical Water Level and MA PL Data Table, Old Midland Products Superfund Site,



Casing



Depth lo

Depth lo

Groundwater



Well ID

Elevation (ft)'

Date

Water (f\)

NAPL(ft)

Elevation

Total Depth (ft)

MW-IS

361 .'19

9/29/2006

8.70



352.79

19.50





12/(8/2006

5.06

—

356.43

19,50





3/19/2007

6.36

—

355.13

19.50





10/1/2008

4,85

...

35464

19.17





5/18/2009

4,45

—

357.04

19.15





11/2/2009

4.59

—

356.90

19.19





4/28/2010

5.2!

—

356.28

19.13





10/4/2010

12.97



348,52

19.12





4/4/2011

4.93



356.56

19.14





10/10/2011

13.27



348.22

19.17





4/9/2012

5.30

—

356.19

19.17





10/15/2012

8.23

—

353.26

19.16





4/29/2013

4.85

_

356,64

19.20





9/30/2013

11.05

—

350.44

19,20





4/21/2014

5.17

...

356.32

19.19





10/6/2014

7.56

—

353.93

19.16





4/13/2015

5.49

—

356.00

19,18





11/10/2015

5.94

NM

355.55

19,14

MW-1D

361.06

9/29/2006

7.84

...

353.22

44.30





12/18/2006

4.27

—

356,79

44.30





3/19/2007

5.35

...

355.71

44.30





9/30/2008

5.65

...

355,41

44.00





5/18/2009

3.36

...

357.70

43.96





11/2/2009

3.49



357.57

44.05





4/28/2010

4.19

—

356.87

44.00





10/4/2010

12.33

—

348,73

43,95





4/4/2011

4.37

—

356.69

44.00





10/10/2011

12.69

...

348,37

44.15





4/9/2012

4.4S

—

356.58

44.05





10/15/2012

7.52



353.54

44.02





4/29/2013

4.25

—

356.81

43.90





9/30/2013

10.71



350.35

44.00





4/21/2014

4.17

...

356,89

44.05





10/6/2014

7.13

...

353,93

44.00





4/13/2015

4.54

...

356.52

43.99





11/10/2015

5.65

NM

355,41

43.96

Page 6 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Mid'ard Products Superfund Site.



Casing
Elevation (ft)1

Dots;

Depth tl> ;
Water (ft)

Depth to V
NAPL (ft) '

Groundwater
Elevation

Total Depth (ft)

Well ID. ': 5

MW-3S

353.43

9/29/2006

16.53



336.88

24.30





I2/IS/2006

13.90

...

339.53

24.30





3/19/2007

8.01



345.42

24.30





10/22/2008

10,45

...

342.98

...





5/20,<2009

5.38

—

348.05

24.09





11/2/2009

7J2

...

345.51

24.12





4/28/2010

3.90

—

347.53

24,10





[0/4/2010

15.25

—

338,18

24.05





4/4/2011

11.23

—

342.20

24.09





10/10/2011

1164

...

337.79

24,10





4/9/2012

7.73

—

345.70

24.12





10/15/2012

15.70

...

337.73

24.12





4/25/2013

8.50

„„

344,93

24,15





9/30/2013

15.54

...

337.89

24.11





4/21 SON

7.35

...

346.08

24,11





10/6/2 014

11.67

...

341.76

24.09





4/13/2015

5.66

—

347,77

24.15





11/9/2015

12.14

NM

341.29

24,10

MW-3D

352.83

9/29/2006

19.50

...

333.33

38.75





12/IS/2006

12.37

38.10

340.46

38.75





3/19/2007

5.70

...

347.13

38,75





10/22/2008

8.11



344.72







5/20*2 Q09

3.50

...

349.33

38.53





i 1/2/2009

4J2

...

348.01

38.94





4/28/2010

4.35

...

348.48

38.57





IO/4/20IQ

12.00

—

340.83

38.53





4/4/2011

8.70

38.05

344.13

38,55





10/10/2011

12.18



340.65

38.61





4/9/2012

5.15

_

347.68

38.59





10/15/2012

13.19

—

339.64

38.55





4/29/2013

5,40

—

347.43

38.55





9/30/2013

12.18

12.19/37.95

340.65

38.60





4/21/2014

4.55

38.00

348,28

38.55





10/6/2014

8.72

38.11

344.11

38.68





4/13/2015

3.84

38.40

348.99

38.60





11/9/2015

9.41

DNAPL Obs

343,42

38.53

Page 6 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



.^Casing



Depth to

Depth to

Groundwater



Well ID

Elevation (ft)1

Date

Water (ft)

NAPL(ft)

Elevation

Total Depth (ft)

MW-SS

344,34

9/29/2006

10.40



333.94

20.50





12/18/2006

8.25

—

336.09

20.50





3/19/2007

5.60

—

338.74

20.50





9/25/20D8

7.84

—

336.50

20.50





5/26/2009

3.6!



340.73

20.49





11/2/2009

6.52



337.82

20,60





4/28/2010

4.16

—

340.18

20.52





10/4/2010

10.70

—

333.64

20.45





4/4/2011

7,79

—

336.55

20.50





t0/IQ/20ll

11.78



332.56

20.51





4/9/2012

5,55

...

338.79

20.52





10/15/2012

!!,«

...

332.71

20.50





4/29/2013

6.20

—

338.14

20.50





9/30/2013

12.34



332.00

20.50





4/21/2014

5.53

—

338.81

20.52





10/6/2014

8.88



335.46

20.50





4/13/2015

3.45

—

340.89

20.45





11/10/2015

9.24

NM

335.10

20.48

Page 7 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.

¦iveij ID ,y

¦'//Casing
Elevation (ft)1

Date

Depth to
Wolcr (ft)

Depth to
NAPL (ft)

Groundwater
Elevation

Total Depth (ft)

MW-8S

349.60

9/29/2006

13.76



335.84

2235





12/18/2006

10.61

—

338.99

22.35





3/19/2007

7.20

—

342.40

22.35





9/26/2008

9.55

_

340.05

22.35





5/20/2009

4.41

_

345.19

22,40





i 1/2/2009

7.28

—

342.32

22.39





4/28/2010

5.13



344.47

22.35





10/4/2010

12.96



336.64

22.37





4/4/2011

9.73

—

339.87

22.37





IO/10/20H

13.87

...

335.73

22.16





4/9/2012

6.70

...

342.90

22.42





10/15/2012

13.72



335.88

22.39





4/29/2013

8.90



340.70

22.39





9/30/2013

13.99

»_

335.61

22.39





4/21/2014

410

...

343.50

22.42





10/6/2014

10,18



339.42

22.39





4/13/2015

4,47

...

345.13

22.39





11/10/2015

1037

NM

339.23

22.35

MW-8D

350.87

9/29/2006

15.15



333-72

44.40





12/18/2006

12.14

„„

338.73

44.40





.VI9/200?

SJO



342.07

44.40





9/26/2008

11.12

—

339.75

44.40





5/21/2009

6.00

—

344.87

44.39





11/2/2009

9.03

—

341.84

44.34





4/28/2010

6M



344.31

44.40





10/4/2010

14.32

...

336.55

44.40





4/4/2011

11.22



339.65

44.32





10/10/2011

15.22

...

335.65

44.22





4/9/2012

8.25

—

342.62

44,28





10/15/2012

15.08

—

335.79

44.32





4/29/2013

7.30



343.57

44.32





9/30/2013

15.32

—¦

335.55

44,37





4/21/2014

7.70

—

343.17

44.38





10/6/20)4

11.52



339,35

44.32





4/13/2015

5.86

...

345.01

44.32





11/10/2015

11.79

NM

339,08

44.32

Page 8 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth to

Depth to

Groundwater



Well ID

Elevation (ft)1

Date

Water (ft)

NAPL(ft)

Elevation

Total Depth (11)

MW-9S

350.21

W29/2006

17,19



333.02

20.30





12/18/2006

12,00

—

338.21

20.30





3/19/2007

6,75

—

343.46

20.30





10/14/2008

9.75

—

340.46

20.45





5/26/2009

3.30



346.91

19.60





11/2/2009

6,22



343.99

19.15





4/28/2010

4.26

4,25

345.95

19.44





10/4/2010

14.41

—

335,80

19.80





4/4/2011

9.88



340,33

19.37





10/10/2011

15.05



335,16

19.39





4/9/2012

7.01

—

343.20

19.50





10/15/2012

14.56



335.65

19.59





4/29/2013

7.45

—

342.76

19.60





9/30/2013

14.90

—

335,31

19.65





4/21.-2014

6.64

-

343.57

19.86





10/6/20)4

11.43

—

338.78

20.30





4/13/2015

4.32

...

345.89

20.02





11/10/2015

11.74

NM

338.47

19.94

MW-9D

350,85

9/29/2006

17.28



333.57

42.90





12/18/2006

11.55

— .

339.30

42,90





3/19/2007

5.45

	

345,40

42.90





10/14/2008

7.85



343.00

42.90





5/22/2009

3,00

	

347.85

42.89





11/2/2009

4.70

HOB

346,15

42.90





4/28/2010

3,62

3,61

347.23

43.15





10/4/2010

11.73



339.12

42,82





4/4/2011

8.22



342.63

42.88





10/10/2011

11.97



338.88

42.90





4/9/2012

4.92

—

345,93

42.92





10/15/2012

12.61

—

338,24

42,87





4/29/2013

5.20

>.»»

345.65

42.85





9/30/2013

11.93

—

338.92

43.00





4/21/2014

4.36

—

346.49

42,91





10/6/2014

S.35

—

342JO

42,88





4/13/2015

3,19

—

347.66

42,89





11/10/2015

8.95

NM

341.90

42.82

Page 9 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfimd Site.



"Casing ;



Depth to

Depth to

Groundwater





Elevation {ft)1

Dale

Water (ft)

NAPi. (ft)

Elevation

Total Depth (ft)

MW-10S

345.39

9/29/2006

921



336.15

20.40





(2/JS/2006

7.25

...

338.14

20.40





3/19/20(17

3.95

...

341.44

20,40





10/4*2008

6.22

—

339,17

_





5/21/2009

0.70

—

344.69

20,36





11/2/2009

4.54



340, 83

20.50





4/28,*2010

0.97



344,42

20.47





10/4/2010

9.02



336.37

20.48





4/4/2011

6.39



339.00

20.38





10/10/2011

10.00

—

335,39

20.38





4/9/2012

3.55



341.84

20.39





10/15/2012

9.80

—

335,59

20.37





4/29/20] 3

4.25

—

341.14

20.37





9/30/201J

10.09

—

335.30

20.40





4/21'2014

3.04

—

342.35

20.39





10/6/2014

6.28

—

339.11

20.35





4/13,*2015

0.43

... •

344,96

20.49





J1/10/2015

6.67

—

338.72

20.34

MW-IOD

345.97

9/29/2006

10,31

...

335,66

37.45





12/IS/2006

7.10

—

338.17

37.45





3/19/2007

4.40

...

341,57

37.45





10/6/2008

6.64

...

339.33

37.40





5/21/2009

1.02

—

344.95

37.40





1 J/2/2009

4.93

...

341.04

37.43





4/28/2010

1.37

—

344.60

37.35





10/4/2010

9.50



336.47

37.37





4/4/2011

6.86

...

339.1 1

37.32





10/10/2011

10.46



33151

37.36





•1/9/2012

4.03

—

341.94

37.36





10/15/2012

10.32

—

3J 5.65

37.33





4/29/2013

4,70

—

341.27

3733





9/30/2013

10.53



335.44

37.34





4/21/2014

3.51



342.46

37.38





10/6/2014

6.71

—

339.26

37.35





4/13/2015

0,81



345,16

37,34





11/10/2015

7.15

—

338.82

37,29

Page 10 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth to

Depth to

Groundwater



Well ID

Elevation (ft)'

Date

Water (ft)

NAPL(ft)

Elevation

Total Depth (ft)

MW-12S

353.32

9/29/2006

2.10



351.22

21.00





12/18/2006

0.00

—

353.32

21,00





3/19/2007

-0.30



353,62

21.00





10/22/2008

NM

NM

NM

NM





5/21/2009

NM

NM

NM

NM





11/2/2009

0,00



353.32

19,19





4/28/2010

NM

KM

NM

NM





10/4/2010

5.70

...

347.62

21.05





main i

"NM

NM

NM

NM





10/10/2011

6.45

—

346.87

21.00





4/9/2012

KM

NM

NM

NM





10/15/2012

2.71

...

3 50.6 J

21.05





4/29/2013

"NM

NM

NM

NM





9/30/2013

4.08

...

349.24

20.91





4/21/2014

NM

NM

NM

NM





10/6/2014

0.60

—

352.72

20.94





11/10/2015

0.57

NM

352.75

20.97

Page 11 of 26

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Supeifund Site,



Casing



Di;ptb to

Oeplli to

Groundwater



Well 113

Elcvulion (ft]'

Date

Wilier (ft)

NAPI. (ft)

EHcvaliun

Total Depth (ft)

MW-16S

356.09

9/29/2006

18.64



337.45

30.00





12/! B/2006

14.09

—

342.00

30.00





3/19/2007

8,40

—

347.69

30.00





9/30/2008

11.11

—

344.98

30.45





5/19/2009

5,4?



350.62

30,41





J1/2/2009

6.91



349.18

30.44





4/28/2010

7.43

...

348.66

30.45





10/4/2010

14.41

—

341,68

30.40





4/4/2011

11,97

...

344,12

30,43





10/10/2011

14,59

—

341.50

30.43





4/9/2012

7.34

—

348,75

30.41





10/15/2012

16.60

—

339.49

30.42





4/29/2013

7.40

—

348,69

30.45





9/30/2013

14,75



341,34

30.50





4/21/20)4

6.27

—

349.82

30.40





10/4/2014

11,16

...

344.93

30.41





4/13/2015

6.44

—

349.65

30.50





11/10/2015

12.15

...

343,94

30.43

MW-16D

353.69

9/29/2006

19.60

...

336.09

43.20





12/18/2006

15.24

—

340,45

43,20





3/19/2007

9.75

—

345,94

43.20





9/30/2008

12.16



343,53

42.20





5/19/2009

6.62

—

349,07

42.20





11/2/2009

8,72

...

346,97

42,03





4/28,-2010

7.93

...

347.76

42.02





10/4/2010

15.46

—

340.23

42.18





4/4/2011

12.57

...

343.12

42.19





10/10/2011

15.81

...

339.88

42.19





4/9/2012

8.78

—

346,91

42.19





10/15/2012

17.06



338.63

42.20





4/29/2013

9.05



346.64

42.25





9/30/2013

15.93

...

339.76

42.10





4/21/2014

7.97

—

347.72

42,20





10/6/2014

12.26

...

343.43

42.00





4/13/201S

7.08

...

34161

42,20





11/10/2015

13.02

...

342.67

42.21

Page 12 of 26

-------
Table 3 Historical Water Level arid NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth to

Depth (o

Groundwater



Well tD

Elevation (ft)'

Date

Water (ft)

NAI'L(fl)

Elevation

Total Depth (ft)

MW-I7S

353.65

9/29/2006

17.48



336.17

25.50





12/18/2006

8.95



344.70

25.50





3/19/2007

5,55



348.10

25.50





9/25/2008

6,70

—

346.95

25,50





5/20/2009

3.21



350.44

25.50





11/2/2009

3.64

	

350.01

25,55





4/28/2010

3,70

...

349.95

25.50





10/4/2010

10.79

—

342.86

25,45





4/4/2011

7.02



346.63

25,50





10/10/2011

10.90

...

342.75

25,49





4/9/2012

3.94

...

349.71

25,51





10/15/2012

11.14



342.51

25,51





4/29/2013

3.95

...

349,70

25,50





9/30/2013

10,60

...

343.05

25.50





4/21/2014

3.46

	

3S0.I9

25.53





10/6/2014

7.27

7.26

346.38

25.50





4/13/2015

3.32

....

350.33

25.55





11/9/2015

7.77

NM

345.88

25.51

Page 13 of 25

-------
Tabic 3 Historical Water Leve! and NAPL Data Table, Old Midland Products Superfimd Site.



./vising ,/Y



Depth (o

Depth to

Groundwater



Well ID ]

Elevation (ft)'

Date

Water (ft)

NAPL(ft)

Elevation

Total Depth (ft)

MW-I8S

352.39

9/29/2006

14,65



337.74

26.55





12/18/2006

9.53

—

342.86

26.55





3/19/2007

5.6S



346.71

26.55





10/22/2008

7.14

—

345.25

—





S/21/2009

3.98

„„

348,41

26.50





11/2/2009

4.32

—

348.07

26.46





4/28/2010

3.22

—

349.17

2447





10/4/2010

11,68

—

340.71

26,45





4/4/201!

7,07

...

345.32

26.50





10/10/2011

12.09

—

340.30

26.49





4/9/2012

4.32



348.07

26.49





10/15/2012

10.85



341.54

26.50





4/29/2013

4.55

—

347.84

26.50





9/30,<2013

11.39

—

341.00

26,50





4/21/2014

3.91

3,92

348,48

26.53





10/6/2014

7.96

—

344,43

26.50





4/13/2015

2.94

—

349.45

26.47





11/10/2015

8.19

NM

344,20

26.44

MW-I8D

352,71

mmm

17,18



335,53

39,60





12/18/2006

11,52

—

340,89

39.60





3/19/2007

7.47

—

345,24

39,60





10/1/2008

9.46

—

343.25

39.60





5/21,>2009

4,41

...

348.30

39.53





11/2/2009

6.61

—

346.10

39.55





4/28/2010

4.66

—

348.05

39.51





10/4/2010

13.30

...

339,41

39.53





4/4/2011

9.67

—

343,04

39.50





10/10/201!

13.64

—

339,07

39.53





4/9/2012

6.63

...

346,08

39,50





10/15/2012

13.76



338.95

39.50





4/29/2013

7.25

...

345.46

39,50





9/30/2013

13.62

...

339.09

39,50





4/21/2014

6.09



346.62

39,49





10/6/2014

10.06



341.65

39.49





4/13/2015

4,48

...

348.23

39,45





11/10/2015

10.45

NM

342.26

39,46

Page 14 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth to

Depth to

Groundwater



Well ID

Elevation (ft)1

Date

Water (ft)

NAI'L (11)

Elevation

Total Depth (ft)

MW-I9S

353.13

9/29/2006

18.36

-

334,77

26.90





12/18/2006

13,63

_

339,50

26.90





3/19/2007

8.20

...

344.93

26.90





9/29/2008

10.44

—

342.69

26.86





5/20/2009

5,11

...

348.02

26,84





11/2/2009

7-76

...

345.37

26.90





4/28/20 tO

6.85

6.84

346.28

26,90





10/4/2010

14.10

...

339.03

26.80





4/4/2011

11.17

....

341.96

26.86





10/10/2011

J 4.50

...

338.63

26.92





4/9/2012

7.65

...

345.48

26,89





10/15/2012

15.17



337.96

26.85





4/29/2013

8.10



345.03

26.85





9/30/2013

14.60



338.53

26.89





4/21/2014

7.14

—

345.99

26,9 i





10/6/2014

10.95

—

342.18

26.87





4/13/2015

5,41

—

347.72

26.95





11/10/2015

11.63

NM

341 JO

26.88

MW-I9D

353.44

9/29/2006

19.12



334.32

40.10





12/18/2006

13.27



340.17

40.10





3/19/2007

7.25



346.19

40.10





9/29/2008

9.57



343.87

40.10





S/2G/2009

4.69

—

348.75

40.03





11/2/2009

6.39



347.05

39,98





4/28/2010

5.45

5.44

347.99

40.09





! 0/4/2010

13.37



340.07

40.00





4/4/2011

10.11



343.33

40.04





10/10/2011

13.62

—

339.82

40.02





4/9/2012

6.67

—

346.77

40.05





10/15/2012

14.58

...

338.86

40.04





4/29/2013

7.10

—

346.34

40.05





9/30/2013

13.65

—

339.79

39.99





4/21/2014

5.98

_

347.46

39.99





10/6/2014

10.04

10.03

343.40

40.05





4/13/2015

4.96

—

348.48

40,05





li/10/2015

10.78

NM

342.66

40.04

Page 15 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



V Casing



Depth to

Depth to

Oinimchvater



Well ib

Elevation (ft)1

Dale

Water (ft)

NAl'L (ft)

lileviilion

Total Deplti (fl)

MW-20S

354.67

mmw6

18.55



336.12

31.30





12/18/2006

14,08



340.59

31.30





3/19/2007

8,80

. ...

345.87

31.30





10/22/2008

11.15

—

343.52

—





5/18/2009

5.54



349.13

31,27





11/2/2009

7.73

_

346.94

31,31





4/28/2010

6.90

6.89

347.77

31.32





10/4/2010

14.45

—

340.22

31.30





mam i

11.56

—

343.11

31.19





10/10/201)

14.83

—

339.84

31.35





4/9/2012

7.81

—

346.86

31.35





10/15/2012

16.08



338.59

31.31





4/29/20J 3

8.15

—

346.52

31.30





9/30/2013

15.00

—

339.67

31.35





4/21/2014

7.04

—

347.63

31.20





10/6/2014

11.35

—

343.32

40.00





4/13/2015

6.22

...

348.45

31.21





11/10/2015

12.16

NM

342.51

31.36

MW-20D

354.83

9/29;2006

18.71

	

336,12

39.10





12/18/2006

14.37

...

340.46

39.10





3/19/2007

8,60

...

346.23

39.10





10/22/2008

11,30

...

343.53

...





5/18/2009

5.70

—

349.13

39.10





11/2/2009

7.37

—

347.46

39,10





4/28/2010

7.04

7.02

347.79

39.03





10/4/2010

14.56

...

340.27

39.15





4/4/20! 1

11.73



343.10

39.16





10/10/20! I

14.66



340.17

38.85





4/9/2012

7.91

,—

346.92

39.16





30/15/2012

16.20

—

338.63

39.13





4/29/2013

8.20

—

346.63

39.15





9/30/2013

15.06

—

339.77

39.50





4/21/2014

7.12

—

347.71

38.90





10/6/2014

11.37

—

343.46

39.15





4/13/2015

6.23

—

348.60

39.23





11/10/2015

12.15

MM

342.68

39.16

Page 16 0(25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Supeifimd Site.



Ciising



Depth to

Depth to

Grouiidsvaier



Well ID

Elevation (ft)'

Date

Wliter (ft)

NAPL(ft)

Elevation

Total Depth (ft)

MW-21S

348.76

9/29/2006

,14.02



334.74

27,65





12/18/2006

10.85



337.91

27.65





3/19/2007

7.65



341.11

27.65





10/15/2008

9.83



338,93

27,15





5/22/2009

3.88



344.88

27.15





11/2/2000

8.05

—

340.71

26,90





4/28/2010

4.01

	

344.75

27.14





10/4/2010

12.93



335.83

27.09





4/4/2011

10,17



338.59

27,12





10/10/2011

13.79

...

334.97

27.13





4/9/2012

7.33



341.43

27,15





10/15/2012

13.51

	

335.25

27.12





4/29/2013

8.10

—

340M

27.15





9/30/2013

13,78



334.98

27.07





4/21/2014

6.80

...

341.96

27,18





10/6/2014

9J1



338.95

27.12





4/13/2015

3.56



345.20

27,12





11/10/2015

10,19

N M

338.57

27.10

MW-21D

348.61

9/29/2006

13.72



334.89

48,90





12/18/2006

11.30



337.31

48,90





3/19/2007

6.70



341.91

48,90





10/15/2008

8.79



339.82

47,23





5/22/2009

3.12

—

345.49

47,07





11/2'2009

6.89



341.72

47,01





4/28/2010

3.46

*—

345,15

47.18





10/4/2010

12,00



336,6!

47,05





4/4/2011

9.27



339.34

47.07





10/10/2011

12,78

™ •

335.83

46.97





4/9/2012

6.40

—

342.21

47.05





10/15/2012

12,81



335.80

47.03





4/29/2013

7.00



341.61

47.05





9/30/2013

12,72



335,89

46,97





4/21/2014

5,78



342.83

47.06





10/6/2014

8.89

...

339.72

47.05





4/13/2015

341

MB*)

345.50

46.95





11/10/2015

9.62

NM

338,99

46.97

Page 17 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superftmd Site.



• Casing ¦ •')



Depth to

Depth to

Groundwater



: Well ID :

Elevation (ft)"

Dillt.

Walcr (ft)

NAPL (ft) :i:

Elevation

Total Depth (ft)

MW-22S

352.9?

9/29/2006

17,20

...

335.77

27.12





12/18/2006

13.93

—

339.04

27,12





3/19/2007

9.95

...

343.02

27.12





9/28/2008

12.30



340,67

27.12





5/19/2009

6.37

—

346.60

27.10





11/2/2009

7.73

—

345.24

31,31





4/28/2010

7.18

...

345.79

27.11





10/4/2010

15.53

...

337,44'

27.10





4/4/201 i

12.88



340,09

27,11





10/10/2011

J 6.26

—

336,71

27.11





¦1/9/2012

10.40

—

342,57

27.14





10/15/2012

16.60

—

336,37

27.1!





4/29/2013

10.45

...

342,52

27.11





9/30/2013

16.43

...

336.54

27.16





4/21/2014

8.96

...

344.01

27.20





10/6/2014

12.57

—

340.40

27.14





4/13/2015

6.90

...

346,07

27,21





11/10/2015

13. J1

NM

339,86

27.14

MW-22D

352.6?

9/29/2006

16.30

...

336.3?

43.45





12/18/2006

12.32



340.35

43.45





3/19/2007

7.10

—

345,57

43.45





9/26/2008

9.59



343.08

42.25





5/19/2009

4.29



348.38

42.25





11/2/2009

6.25



346,42

42.19





4/28/2010

5.21

...

347,46

42,34





10/4/2010

12.85

—

339.82

42.22





4/4/2011

10.04



342.63

42.25





10/10/2011

13.35

—

339.32

42,24





4/9/2012

436

—

346.31

42.28





10/15/2012

14.50

...

338.17

42.24





4/29/2013

6.90

—

345.77

42.24





9/30/2013

13.60



339.07

42,33





4/21/2014

5.75

—

346.92

42,30





10/6/2014

9,97

...

342.70

42.27





4/13/2015

4.75

...

347.92

42.35





11/10/2015

10.74

NM

341.93

42.26

Page 18 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Dspllt (0

Depth to

Groundwater



Well ID

Elevation (ft)'

Date

Water (11)

NAPL {it)

Elcvnlian

Total Dsplh (ft)

MW-23

351,12

9/29/200(5

15.50



335.62

53,85





12/18/2006

12,78

—

338.3

10.01

—

341.11

52.22





4/28/2010

7.08

—

344,04

52.23





10/4/2010

14,80

—

336.32

52.25





4/4/2011

11,90

—

339.22

52.25





10/1^201«

15.76



335.36

52.60





4/9/2012

9.06

...

342.06

52,30





10/15/2012

15.55

<»*>»

335.57

52.30





4/29/2013

10,20

...

340,92

52.30





9/30/2013

15.87

_

335.25

52,23





4/21/2014

8.56

_

342,56

43,30





10/6/2014

12.14

—

338.98

52,21





4/13/2015

6,42

...

344,70

52,23





11/10/2015

12,43

NM

338.69

52.30

Page 19 of 25

-------
Table 3 Historical Water Level and NAPL Data Tabic, Old Midland Products Superfund Site.



-iCflsing -v



Depth to

Depth to

droimtf>yater





Elevation (ft)1

Date

Water (fl)

NAl'L (ft)

Elevation

Total Depth (fl)

P-2S

362.88

9/29/2906

8.25



354.63

22.85





I2/I8/2006

4.55

—

358.33

22.85





3/19,-2007

5.95

—

356,93

22,85





9/23,'2008

5,23

MM

357,65

22,85





5/19/2009

3.68

NM

359.20

NM





11/2/2009

0.00

—

362.88

15.71





4/28/2010

4,41

—

358.47

22.84





10/4/2010

13.9(5

—

348.92

22,80





4/4/2011

5.10

....

357,78

22.85





10/10/20! 1

14.33

—

348,55

22.87





4/9/2012

4 JO



357,98

22.87





10/15/2012

7.51

—

355,37

22.87





4/29/20(3

4.60

—

358.28

22.60





9/30/2013

12.65



350.23

15.70





4/21/2014

4.41

—

358.47

22.89





10/6/2014

9.50

—

353,32

15.69





4/13/2015

4.93

—

357.95

22.85





11/10/2015

456

...

356.32

22.87

P-2D

362.5!

9/29/2006

8.25



354.26

35.60





12/18/2006

4.68

—

357.83

35.60





3/19/2007

5.95

»—

356.56

35,60





9/23/2008

5.29

...

357.22

35.60





5/19/2009

3.79

MM

358.72

NM





11/2/2009

3.56



358.95

24.60





4/28/2010

4.51

__

358.00

35.55





10/4/2010

15.67



346.84

35.69





4/4/2011

5.17

...

357.34

35.60





10/10/2011

13.97



348.54

35.53





4/9/2012

4,91

—

357.60

35.59





10/15/2012

a t4

—

354.37

35.57





4/29/2013

4.65

—

357.86

35.62





9/30/2013

12.60

—

349.91

35,60





4/21/2014

4.55

—

357.96

35,65





10/6/2014

8.95

_

353.56

35.60





4/13/2015

436

...

357.55

2155





11/10/2015

6.94

NM

355.57

35.64

Page 20 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Depth to

Depth to

Groundwater



VViill ID

lf.lovntfon (ft)1

Date

Water (ft)

NAPL{ft}

Elevation

Total Depth (ft)

H-3S

352,25

mmom

11.40



340.85

20.80





12/18/2006

4.27

...

347.98

20,80





3/19^2007

3.99

...

348.26

20.80





9/24/2008

4.26

—

347.99

20.80





5/19/2009

1.57

NM

350.68

NM





11/2/2009

2.10



350.13

20.85





4/28/2010

2.52



349,73

20.78





10/4/2010

11.70

—

340.55

20.78





4/4/2011

4,26



347.99

19,82





10/10/20! 1

12.21



340,04

20.83





4/9/2012

2.88

—

349,37

20.84





10/15/2012

10.25

...

342,00

20,83





4/29/2013

2,60

...

349,65

20.81





9/30/2013

|2.| J

...

340.14

20.80





4/21/2014

2.31

—

349.94

20,85





10/6/2014

8. IS



344.10

20.82





4/13/2015

2.46



349.79

20.81





11/10/2015

6.88

NM

345.37

20.82

P-3D

352.28

9/29/2006

13.85

...

338.43

44.21





12/18/2006

8.21

—

344.07

44.21





3/19/2007

5.10



347,18

44.21





9/24/2008

7.00



345.28

44.21





5/19/2009

2.67

NM

349.61

MM





11/2/2009

3,96

...

348.32

42.35





4/28/2010

4.02



348.26

42.19





10/4/2010

12.09

...

340.19

42,19





4/4/2011

7.36

—

344.92

42.21





10/10/2011

12.62

—

339,66

41,98





4/9/2012

4.39

....

347.89

42.26





10/15/2012

12,88

—

339.40

42.25





4/29/2013

4.60

—

347.68

42.25





9/30/2013

12,77



339.51

42.15





4/21/2014

3,72

...

348.56

42.27





10/6/2014

8.96

—

343.32

42.23





4/13/2015

3.49

—

348.79

42.22





11/10/2015

8,90

NM

343.38

42,24

Page 21 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superflmd Sits,



."Casing



Depth to

Depth to

Groundwater



Well ID :

Elevation (ft)'

Dole

Water (ft)

NAPL(ft)

Eliivalion

Total Depth (ft)

P*4S

346.55

9/29/2006

12.30



334.25

12.60





12/18/2006

10.00

—

336,55

12.60





3/19/2007

7.00

...

339,55

12.60





i 0/13/2008

9,22

NM

337.33

12,50





5/19/2009

3.97

NM

342.58

NM





11/2/2009

7.7S



338.77

12.90





4/28/2010

4.19

—

342.36

7.86





10/4/2010

11,82

...

334.73

20.00





4/4/201!

9.31

„„

337.24

20.00





10/10/2011

12.85

—

333.70

20,05





4/9/2012

6.59

...

339.96

20.08





10/15/2012

12.61

—

333.94

20.04





4/29/2013

7.35

—

339.20

20.05





9/30/2013

13.00

¦«

333.55

20,00





4/21/2014

6,07

—

340,48

20.06





10/6/2014

9.34

—

337.21

20.04





4/13/2015

3,64

—

342.9!

20,02





11/10/2015

9.72

N,M

336.83

20.02

P-4D

346,28

9/29/2006

12.05

...

334.23

24,50





12/18/2006

9.00

—

337.28

24.50





3/19/2007

6.75

...

339.53

24.50





10/13/2008

8.98

—

337.30

2422





5/19/2009

3.85

NM

342.43

NM





11/2/2009

7.45

"

338.83

28,19





4/28/2010

4.24

—

342,04

20.25





10/4/2010

11.67

...

334.61

40.15





4/4/2011

9.05

—

337.23

40.20





10/10/2011

12.70



333.58

40.22





4/9/2012

6.35

—

339.93

40,28





10/15/2012

12,43

_

333.85

40.28





4/29/2013

7,10

—

339,18

40,28





9/30/2013

12,85

—

333,43

28,10





4/21/2014

5,98

...

340.30

40.27





10/6/2014

9,22

...

337,06

40,24





4/13/2015

3,55



342.73

40.21





11/10/2015

9,58

NM

336.70

40,17

Page 22 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing



Deptln (o

Depth to

Groundwater



Well ID

Elevation (ft)1

Date

Water (ft)

NAPL(ft)

Elevation

Total Depth (ft)

P-SS .

355.32

9/29/2006

3.90



351.42

14.60





12/18/2006

0.82



354.50

14.60





3/19/2007

0.63

—

354.69

14.60





10/15/2008

1.20

—

354,12

14,60





5/19/2009

6.44

NM

348,88

NM





11/2/2009

0.30



355,02

14.10





4/28/2010

0.54

—

354.78

21.25





10/4/2010

4.59

...

350.73

21.15





4/4/201 i

0.88



354.44

21.19





10/10/2011

8.36

*Fva>

346,96

21.29





4/9/2012

MM

NM

NM

NM





10/15/2012

4.50

—

350,82

21.30





4/29/2013

1.00

—

354.32

21.30





9/30/2013

5.97

...

349.35

14,07





4/21/2014

0.51



354.81

14.70





10/6/2014

2.55

—

352.77

14.56





4/13/2015

0.50

—

354.82

14.06





11/10/2015

2.40

NM

352.92

21,26

P-5D

35473

9/29/2006

3.60

...

351.13

40.81





12/18/2006

0.95



353.78

40.81





3/19/2007

0.92



353.81

40.81





10/16/2008

1.01



353.72

40.81





5/19/2009

0.51

NM

354,22

NM





I l/Z^OOS

0.50

—

354.23

40.90





4/28/2010

0.60

—

354.13

40.77





10/4,'2010

4.22

___

350.51

40.77





4/4/2011

0.98

__

353.75

40.80





10/10/2011

7.81

—

346.92

40.81





4/9/2012

NM

NM

nm

NM





10/15/2012

4.38



350.35

40.82





4/29/2013

1.00

—

353,73

40,85





9/30/2013

5.97

—

348.76

40.81





4/21,-20)4

0.55

—

354.18

40.85





10/6/2014

2.49

—

352,24

40.81





4/13/2015

0.40

—

354.33

40,80





11/10/2015

2.12

NM

352.61

41.77

Page 23 of 25

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



,'.easing ¦¦



Depili lo

Depth to

OrouruKvaicr



Wclljb s;

Elevation (ft)1

Date

Water {ft)

napl (0);

Elevntinn

Total Depth (it)

P-6S

350,79

9/29/2006

16.51



334.28

17.70





12/18/2006

13,10

...

337.69

17.70





3/19/2007

8.05

—

342.74

17.70





10/14/2008

11.44

—

339.35

20.50





5/19/200?

4.83

NM

345.96

NM





11/2/2009

8.43

—

342.36

13.15





4/28/2010

4.88

—

345.91

13.18





10/4/2010

16,52



334,27

20.05





4/4/2011

10.88

—-

339,91

20.05





10/10/2011

16.98

—

333,81

20,16





4/9/2012

7.85

—

342.94

20.16





10/15/2012

15.68



335,11

20-22





4/29/2013

4.60



346.19

20.25





9/30/2013

15.98



334.81

20.10





4/21/2014

7,44



343.35

21.08





10/6/2014

12.04



338.75

20.10





4/13/2015

4.77

		

346.02

20.13





11/10/2015

11.83

NM

338.96

20,11

P-6D

350.68

9/29/2006

17.35

¦

333.33

30.75





12/18/2006

10.45

—

340.23

30.75





3/19,1007

4.60

.—

346,08

30.75





10/14/2008

7.17

—

343.51

30.75





5/19/2009

2,51

NM

348,17

NM





[ 1/2/2009

4,03

...

346.65

39,75





4/28/2010

3.02

—

347,66

39.98





10/4/2010

11.01

—

339.67

39.63





4/4/2011

7.43



343,25

39.69





10/10/2011

10.23



340.45

39.95





4/9/2012

4.20

*—

346,48

39.73





10/15/2012

11.73



338.95

39.70





4/29/2013

8.45

—

342,23

39.70





9/30/2013

11.20

...

339.48

39.65





4/21/2014

3.76

—

346.92

39.73





10/6/2014

7.71

—

342.97

39.72





4/13/2015

2,74



347,94

39.71





lf/10/2013

8.29

NM

342.39

39.63

Page 24 of 26

-------
Table 3 Historical Water Level and NAPL Data Table, Old Midland Products Superfund Site.



Casing
Elevation (ft)1

Date

Depth to
Water (11)

Depth to
iNAPttft};

Groundwater

i/Elevation...

lun Depth (it)

P-7S

354.50

9/29/2(106

3.1(1



351.40

21.00





12/18/2006

0.00

—

354.50

21.00





3/19/2007

0.00

—

354.50

21.00





10/17/2008

0.69

—

353.81

21.00





5/19/2009

>TOC

NM

NM

NM





11/2/2009

0.00

—

354.50

21.00





4/28/2010

0.00



354.50

21.00





10/4-2010

6,80

...

347.70

21.00





4/4/2011

0.21



354.29

20.96





10/10/2011

7.60



346.90

20.94





4/9/2012

NM

mi

NM

NM





10/15/2012

3.69



350,81

20.95





4/29/2013

NM

NM

NM

NM





9/30/2013

5.15



349.35

19.23





4/21/2014

0,00



354.50

21.03





10/6/2014

2,75



351.75

21.00





4/13/2015

0.00

km

354.50

21,00





11/10/2015

1.58



352.92

21.36

P-8S

354.41

9/29/2006

2.88

	

351.53

21.40





12/18/2006

0.00

—

354.41

21.40





3/19/2007

0.00



354.41

21.40





10/17/2008

0.33

...

354.08

21.40





5/19/2009

NM

NM

NM

NM





11/2/2009

0.00

_

354.41

21.41





4/28/2010

0.00

....

354.41

21.40





10/4/2010

6.70

...

347,71

21.40





4/4/2011

NM

_

NM

NM





10/10/20II

7.59

...

346,82

21.39





4/9/2012

NM

NM

NM

NM





10/15/2012

3.46



350.95

21.39





4/29/2013

NM

NM

NM

NM





9/30/2013

4.92

...

349.49

21.40





4/21/2014

0.00

—

354,41

21,45





10/6/2014

1.66

—

352.75

21.40





4/13/2015

0.00

NM

354.4 S

21,4





11/10/2015

1.41

NM

353.00

21.36

NM - Not measured,

— = No product observed or measured.

NAPL E Non-aqueous pttase liquid.

Obs. NAPL " "NAPL observed during field measurements, but not detected by interface probe.

' Provided by ADEQ (email conimunicalion Willi Charles Johnson, ADEQ on 10/21/2013). Datum has not been specified.

Page 25 of 25

-------
Tabic 4 Summaiy ofMNA Constituents, Old Midland Products Sujwfund Site,

Well
TP

Sampling
Date

1

1

£ ¦
I

1

£ E

|

¦ ¦ Jr.
*
i

i

3ft

S?

•c

J -

1

y.

S
¦ n

1
I

S

s
£

¦ tj . .

'' 

n/a

n/n

n/a

n/a

e/a

n/a

2/24/2004

n/a

n/a

n/a

ft/*

n/a

n/a

n/a

n/a

n/a

n/a

tVa

-------
Table 4 Summary of MNA Constituents, Old Midland Products Superfund Site.

Well Sampling
IJ> Dale



i









§

' 55 '



o

J .".

J'

, •,«



II

*s

•'Jfe

I

-'O .

"¦i

.•2

s.

(SW

<«V»J

)

(ntgO,)

L)	jit/H fcgttj

¦I'

(mg

172

<1

<0.2

<0.2

<0.2

n/a

n/a

n/a

Page 2ef34

-------
Table 4 Summary of MNA Constituents, Old Midland Produce Super fund She,

MW-3S





































7/15/1999

ft/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

m

n/a

iv'a

n/a

n/a

n/a

n/a

10/26/1999

n/a

n/a

n/a

n/a

R/0

n/a

n/a

n/a

n/a

n/a

n/a

820

n/a

n/a

n/a

n/a

n/a

n/a

inmorn

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

24,3

n/a

n/o

n/a

n/a

n/o

n/a

4/24/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

r/a

n/a

11/a

24,4

n/a

n/a

n/a

n/a

nla

n/a

7/26/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

r/a

n/a

n/a

<10

n/a

rVa

n/a

n/a

n/a

n/a

1/25/2001

n/a

n/a

n/«

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

28.4

n/a

n/a

n/a

n/a

n/a

n/a

7/30/2001

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

n/o

n/a

n/a

<10

n/a

n/a

n/a

itfa

n/a

n/a

wmwi

n/a

ft/B

n/a

n/a

n/a

n/a

n/a

n/a

n/a

ti/a

n/a

(5

n/a

n/a

11/a

n/a

n/a

n/a

mam

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rtfn

S.7

itfa

n/a

n/a

n/a

n/a

n/a

mwm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

4,8

n/a

n/a

n/a

n/a

n/a

a/a

2/24/2004

ft/a

n/a

ft/a

n/a

n/a

n/u

n/a

n/a

n/o

n/a

n/a

9,6

n/a

n/o

n/a

n/a

n/a

n/a

8/25/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

tv'a

n/a

n/a

7.4

n/a

n/a

n/«

n/a

n/a

n/a

2/22/2005

n/a

n/a

n/a

n/t

n/a

n/a

n/a

n/a

n/a

a/a

n/a

12

n/a

ti/a

n/a

n/a

n/a

n/a

mirnos

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

10

ft/a

n/a

n/a

n/a

n/a

iv'a

2/21/2006

n/a

n/a

n/a

n/z

n/a

nfa

n/a

n/a

n/a

n/a

n/a

27

ft/a

n/a

n/a

n/a

n/a

n/a

8/22/2006

n/a

n/a

n/a

n/a

n/a

n/a

fl/a

n/a

r/a

n/a

n/a

17

n/a.

n/B

n/a

n/a

(/a

n/a 1

10/9/2006

5.9

*51.2

2.1

<0.05

n/a

n/a

3 J

n/a "

120

130

160

5.8

n/a

n/a

n/a

<0.1

<0.02

<0.01

12/21/2006

5.8

140

0.1

<0.05

n/a

n/a

2,2

n/a

130

130

140

4,2

n/a

n/a

n/a

<0.1

<0.02

<0.01

3/21/2007

6.0

-99.5

0.8

<0.05

n/a

n/a

3.1

n/a

250

300

200

5,9

n/a

n/a

n/o

1.5

<0.02

<0.02

5/2W20O9

5.8

-194

0.6

<0.01

n/a

n/a

4,14

n/a

517

434

235

3.86

n/a

ft/a

n/a

n/a

n/a

n/a

11/4/2009

5.9

¦*72.0

0.1

<0.01

n/a

n/a

3,01

n/a

462

393

233

4J

n/a

n/a

n/a

n/a

n/a

a/a

4/29/2010

6.2

-92.0

0.0

<0.01

n/a

n/a

42

n/a

26

41.1

1240

543

n/a

n/a

n/a

n/a

n/a

n/a

10/11/2010

6.1

1.0

0.0

0.0 H

n/a

n/e

2.62

n/a

450

368

240

4.32

n/a

n/a

n/a

n/a

n/a

a/a

4/13/201!

5.4

•4,0

0.4

<0.03

n/a

n/a

2.73

n/a

396

336

256

5.35

n'a

n/a

n/a

n/a

n/a

n/a

E 0/ E 8/201t

6.2

43.0

0.0

<0.03

n/a

n/a

n/a

a/a

386

322

261

5.32

n/a

n/a

n/a

n/a

n/a

rtfa

4/19/2012

6.0

45.0

0.0

<0.03

n/a

n/a

n/a.

n/a

572

375

276

5.23

n/a

nfe

n/a

n/a

n/a

n/a

10/23O0I2

6.1

¦44.0

0,0

<0,03

iVo

n/a

n/a

n/a

420

311

276

5.98

nfs

n/a

n/a

n/a

n/a

n/a

5/6/2013

6.8

-35.0

3.1

0307

n/a

n/a

n/a

n/a

13.7

53.9

83.2

7.41

n/a

n/a

n/a

n/a

n/a

n/a

1073/2013

5.9

3.0

02

<0,03

n/a

fits

n/a

n/a

620(0*

365

279

6.72(D)

<2

<2

<2

n/a

n/a

n/a

4/23/2014

6,0

•7.8

0.6

<0.03

19,7

<0.5

3.94

3.94

843

424

292

7.51

<2

<2

<2

n/a

n/a

n/a

10/8/2014

5,9

11.0

0,2

<0.03

22,3

2

4.1

2.1

872

417

288

7,92

<2

<2

<2

n/a

n/a

n/a

4/15/2015

6.0

-33,0

1.0

<0.15

21,2

1.5

4.79

3.29

3040

474

315

13,6

<2

<2

<2

n/a

n/a

n/a

N/33/2015

5.9

49.7

u

<.3

22.1

1.5

4.54

3.04

7Bl

425

399

9.52

<2

<2

<2

n/a

n/a

n/a

4/5/2016

42

-36.0

1.9

«U5

16.2

2,3

3,69

1,19

iOSO

471

123

2.29

<2

<2

<2

n/a

n/a

n/a

Page 3 o/3<1

-------
Table 4 Summary ofMNA Constituent, Old Midland faodticfs SuperfuncJ Site.

Welt
IP
MW-3D

Sampling
Date

=

¦'A

61

(mVs)

©

%

Q

I
I

s

I

'% '

JI

Is

(mg/L) (mg/L) (mg/L)

:$
(mg/L)

:;T •
*3



••fc
s



J



i

t2



102

0.0

0.03

n/a

n/a

4.99

n/a

0

107

144

1.67

n/a

n/a

n/a

n/a

n/a

n/a

4/13/20H

5.9

-97.0

0,3

<0.3

n/a

n/a

5.05

n/a

0,23

107

162

3,26

nfe

n/a

n/a

n/a

iVa

n/a

10/18/201 1

6.8

•93.0

o.o

<0.03

n/a

n/a

n/a

n/a

0,41

114

169

1.3

n/s

n/a

n/a

n/a

n/a

n/a

4/19/2012

6.8

•80.0

o.o

<0.03

n/a

n/a

n/a

n/a

0.25

113

187

141

nto

n/a

n/a

n/a

i^a

n/a

10/23/2012

6.8

•100

0.0

<0.03

n/a

n/a

n/a

n/a

0,24

114

161

U

ivfe

n/a

n/a

n/a

n/a

n/a

5/6/2013

7.1

•101

1.3

<0.3

n/a

n/a

n/a

n/a

<0.02

110

190

2.96

n/a

n/a

n/a

n/a

n'a

n/a

10/3/2013

6.6

•70,0

0.3

<0.15

n/a

n/a

n/a

n/a

<0.2{B>

113

164

0.9351B)

<2

<2

<2

n/a

n/a

n/a

4/23/2014

6.8

-61.7

0.1

<0.15

0.652

2.S

153

3.03

0.23

114

174

2.2

<2

<2

<2

n/a

nfa

n/a

! 0/8/2014

6.6

-44.0

0.3

<0,3

0.688

l.S

5.32

3.82

<0,2

109

169

1.09

<2

<2

<2

n/a

n/a

n/a

4/15/2305

6,7

-41.0

0.7

<0.15

0.561

1.0

4.80

3.8

2.04

106

151

3.97

<2

<2

<2

n/a

nfa

n/a

I|/i3/20fS

6.6

191

0.3

<0.3

0.51

4.S

5.16

0.66

<0.5

105

160

1.96

<2

<2

<2

n/a

n/a

n/a

4/5/2016

7.0

•92

1.4

<0.15

0.562

2

7.49

5.49

<3.5

109

356

<\

<2

<2

<2

n/a

n/a

n/a

Page 4 of 34

-------
Tabic 4 Summary ofMNA Constiluenls, Old Midland Products Super fund Site.

ID Dale

(SU)

(niVi} .

(ing/L)

(fflg/L)

(mg/L)



w



(mg/L)

(rngflu)

(msfl.)

(ni&'k)







{mg/L)

(mg/L)

(nig/L)

MW-5S





































7/14/1999

n/a

nfa

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

10/26/1999

n/a

n/n

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

a/a

n/a

n/a

n/a

n/a

n/a

i/18/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/s

4/19/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

nfo

n/a

<10

n/a

n/a

n/a

n/a

n/n

n/a

7/24/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/n

n/a

<10

n/a

n/a

n/a

n/o

n/a

n/a

1/23/2001

n/a

n/a

n/a

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/31/2001

n/a

n/a

n/a

n/a

n/a

n/o

n/a

n/n

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

8/27/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/n

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

rtfa

3/4/2003

n/a

n/a

n/a

Va

n/a

n/a

n/a

n/o

n/o

n/a

n/a

<1

n/o

n/a

n/a

n/a

n/s

n/a

8/26/2003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/o

n/a

n/a

<1

nfe

n/a

n/a

n/a

n/a

n/a

2/24/2004

ft/0

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/o

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

8/26/2004

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

<1

nfa

n/s

n/a

nfe

n/a

n/a

2/22/2005

n/a

n/a

n/a

n/a

ft/a

n/a

n/a

n/a

n/a

n/a

n/a

4,1

n/a

n/a

n/a

ft/a

n/a

n/a

8/22/2005

n/a

n/a

n/a

n/a

n/a

nfe

n/a

n/a

n/a

n/a

n/a

-------
Table 4 Summary of MNA Constituents. Old Midland Products Stipcrfund Site.







1

















|















Well

Sampling

""¦Wi-

:«
. :Q.

•	J

•	•'£ ••
•. a

• *> .

I

i¦

IS"
ss

$

¦ \B

1

'••1

'¦I

cs

' '¦¦¦X
1

-jg

%
1
¦ £

¦I

- a

s

'.-Urn

¦;1 1 :

•'.S 5
o g,

11

el •

e

.1

f

fe

¦ e

•8

i

s

w

¦it

1

'¦&
¦4S

U

<3

' &

' -

¦ j2 ¦.

§ ¦¦
.ja

. 6 •

.-M

$

©

J-

1
*

:1

. ;/!=
.:©

1

•'."5

01

'.:3 .
• « .•

• ;'i

: js

:'S

o
n

; J

**

L

ID

(SUJ

(m¥j)

XwWl>)

(mg/L)

(mg/L)

(¦gflj

(mg/L)

{mg/L}

• (nsg/L)

{mg/L)

(mg/L)

(mg/L)



<*>««.)

C-p/l.)

{mg/L}



(mg/L)

MW-8S









































mmm

n/a

n/a

n/a

sva

n/a

n/a

n/a

itfa

n/a

rtfa

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



10/27/1999

o/a

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

>v'a

n/s



uirnm

n/a

n/a

n/a

wa

n/a

n/a

n/a

nfe

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



4/19/2000

n/a

n/a

n/a

iva

n/a

n/a

n/a

n/a

n/n

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



7/24/2000

n/a

n/a

n/s

SUA

n/a

n/a

E^S

n/a

n/a

n/a

n/a

<10

n/s

n/a

n/a

n/a

o/a

n/a



1/23/2001

n/a

n/a

n/a

aia

n/a

n/a

n/a

n/a

itfa

nfe

n/a

<10

(l/A

n/a

n/a

n/a

n/a

tv'a



7/30/2001

n/a

n/a

Tl/ft

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



mmo&i

n/a

n/a

n/n

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

i.2

n/a

n/a

n/a

n/a

n/a

iv'a



3/4/2003

n/a

n/a

n/n

n/A

n/a

n/a

n/»

n/a

n/a

n/a

ft/a

<1

n/a

n/a

' n/a

n/a

n/a

n/a



2/26/2003

n/a

n/a

n/a

nto

n/a

n/a

n/a

n/a

n/s

n/a

n/a

<1

n/a

tv'a

n/a

n/a

n/a

n/s



2/24/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

iv'a



8/26/2004

n/a

n/a

n/s

n/4

n/a

n/a

n/a

n/a

n/a

n/a

n/a



n/s

n/a

n/a

n/a

n/a

n/a



2/22/2005

n/a

n/a

n/a

Atd

n/a

n/a

n/s

n/a

n/a

n/a

n/a

3.7

n/a

n/a

n/a

n/a

n/a

n/a



4/23/2005

n/a

n/a

n/a

nM

n/a

n/a

n/a

n/a

n/a

n/a

n/n

-------
Tabfc 4 Summary ofMNA Conslilucnls, Old Midland Products Superfund Site.

w

Sampling
Date



¦,s

e

*»

• -5 -

e .

;.. \a \ • ¦

•.« •
. V

en ¦

g ^
Si 9m
¦ "'5* OS

S

c

I

o

• • v"S
>

3

A

*
ft

i

g

e

i

i

. .--I. ¦

I

u.

I

1|

II

I

3

£

I

fc

I

.. . J»



¦ :(U ¦

1

8

!

*
s

1

2
£

¦ a

1

6

. 4t :

¦ . c

§>

0

1

}
§

e

1

¦ g ¦ .

• ••£ •
•• -js

I

g ..

t

• • -e •- •

I

.(S -
K

I

(4

-cm
.. £|

ID

(SU)

(mVj)

(my/l*)

(mg/L)

lrag/1.)

(mg(L)

("«'!¦)

(ena/lj)

(n'S'U

Cntgfl,)

(mg/L)



-------
Tabic 4 Summitry of MNA CoiuHiiienls, Gfd Midland Products Swperfimd Site.

MW-9S

7/14/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

nfe

n/a

n/a

n/a

n/a

n/a

\mmm

n/a

n/a

n/a

0/fl

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

a/a

n/a

n/a

n/a

1/19/2000

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

b/3

n/a

n/a

n/a

4/19/2000

n/a

n/a

n/a

n/a

n/s

n/a

Mi

n/a

n/a

n/a

n/a

<10

nto

a/a

n/a

nfa

n/a

a

7/35/2000



n/a

n/a

n/a

n/a

n/a

n/a

ft/a

n/a

n/a

n/a

<10

n/a

n/a

#/a

n/a

n/a

n/a

1/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

«/a

n/a

n/a

n/a

7/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

s/a

iVa

n/a

n/a

3/27/2002

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

n/a

2

n/a

n/a

a/a

n/a

n/a

n/a

3/4/2003

n/a

n/tt

n/a

n/a

n/a

ft/a

n/a

n/a

n/a

n/a

n/a

1.2

n/a

n/a

n/a

n/a

n/a

n/n

mmooi

n/a

n/a

Ufa

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/s

n/a

n/a

n/a

2/25/2004

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

11

n/a

n/a

nfa

n/a

n/a

n/a

mmm

n/a

n/ai

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

a/a

3.8

n/a

n/a

n/a

n/a

n/a

n/a

2/23/2005

n/a

n/a

n/a

n/a

n?a

n/a

n/a

n/a

n/a

n/a

n/a

13

n/a

n/a



n/a

n/a

n/a

mmm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

5.6

n/a

n/a

n/a

n/a

n/a

n/a

2/24/2006

n/a

a/a

n/a

iVn

n/a

n/ft

n/a

n/a

n/a

n/a

n/a

2.7

n/a

n/a

n/a

n/a

ft/a

n/a

mmm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

21

n/a

n/a

n/a

n/a

n/a

n/a

I0/IQ/2006

5.9

21.9

2,8

Mi

n/a

n/a

n/a

n/a

n/a

n/a

nfa

jtfa

n/a

r/b

a/a

n/a

ft/a

n/a

12/21/2006

$.9

268

1.3

<0.05

n/a

n/a

17

n/n

96

HO

82

1.5

n/a

n/a

n/s

<0.1

<0.02

<0.01

3/19/2007

6.2

115

0.5

<0,05

rtfe

n/a

1,6

n/a

100

150

160

1.5

n/a

n/a

n/a

<0.01

<0,02

<0.02

10/14/2008

6.4

-90.4

1,7

0.037

n/a

n/a

41.5

n/a

70.2

73

150

6,27

n/a

n/a

n/a

n/a

n/a

n/s

3/26/2009

6,6

•EgO

0.4

<0,01

n/a

n/a

<0.02

n/a

30.5

40.2

200

<0.0002

n/a

r/r

n/a

n/a

n/a

n/a

11/10/2009

6,4

50,0

0.0

0.053

n/a

n/a

9.19

n/a

46,7

48.7

171

<4

n/a

n/a

n/a

n/o

n/a

n/a

4/28/2010

6.3

-61.0

0.0

0.044

a/a

n/a

8.3

n/a

63.8

131

249

0.919

n/a

n/a

n/a

n/a

n/a

n/a

I0/5/2010

6,5

17.0

9.3

0.071

n/a

n/a

10.7

n/a

n/a

166

133

0.444

n/a

n/a

n/a

n/a

n/a

n/a

•1/5/201!

$.4

78.0

1.6

0,038

n/a

n/a

$.12

n/a

78.7

101

140

1.6

n/a

n/a

n/a

n/a

n/a

n/a

10/13/2011

6.3

50,0

0.6

<0.03

n/a

n/a

n/a

n/a

76,3

125 -

112

1,01

n/a

n/a

n/a

n/a

n/&

n/a

4/12/2012

6.5

29,0

0.0

<0.53

n/a

n/a

n/a

n/a

89

166

251

0.868

n/a

n/a

n/a

n/a

n/a

n/a

10/18/2012

6,2

n.o

0,3

<0.03

n/a

n/a

n/a

n/a

91.3

IS6

140

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

4/30/2013

6.9

tn

0.0

<0,03

n/a

n/a

n/a

n/a

111

200

270

1.05

n/a

n/a

n/a

n/a

n/a

n/a

10/3/2013

6.0

30.0

0.4

<0.03

ft/a

n/a

n/a

n/a

99.4(B)

155

136

OJ46(B>

<0.2

<0.2

<0.2

n/a

n/a

n/a

4/21/2014

6.3

156

1.0

<0,15

1.69

<0J

1.21

1.21

116

194

231

0.437

<0.2

<0.2

<0.2

n/a

n/a

n/a

10/7/2014

5.8

92.2

0.9

<0.03

217

2.5

8.8

6.3

107

146

135

0.213

<0.2

<0.2

<0.2

n/a

nte

n/a

4/14/2015

6.2

(26

0.S

<0,03

0.568

<0,5

0.642

0.642

112

167

242

0,563

<0.2

<0,2

<0.2

n/a

n/a

n/a

11/13/2013

5.4

94

2.4

0.117
<0.03

1-17

l.S

4.30

2.1

M

144

162

<1
-------
Tabic 4 Summary ofMNA Consliiucrtis, Old Midland Products Supcrftmd Sile.

Well

Sampling
Dale



¦¦.3

' =1 '

'•s(R :

' ,g ••• '

-3

¦If.

.. 8

1

¦¦-J:

:.p ¦ ¦

SE

1

-I.

'

¦J

. ¦ e
&
- . B

' ' «K '

.\*Vv

/.••I.1.;-:

1-

i|

•' ? •"«
£ £

Total Iron

1

. • «

I
' £

. . "3

*>

i
©

s

s

<3

; 1 ¦'
*

• •»£ '¦

I
<

l2

q

•TS

u

0

1
£

"o

s

-

s

'•"3

:'i ^
!

, « ¦
:

1

¦ '.X

1

1

• • \ •&
R

¦ ••:35

• • &
• «

¦ itm

.."...is -.'•

: S

'• 5
w.. :v

ID

(SU)

(mYj)

(mg/L)

(mg/L),

(mij/L)

(rag/L)

g/L)

(mg/L)

(ms/L)

(»ug/L)

(raj/LJ

(«ng/Lj



(J'SflJ

.••WW

(ntga.)



{ragrtj.

MW-9D









































imnm

n/a

n/a

n/a

n/a

n/a

n/a

ti/a

n/a

n/a

n/a

n/a

<10

f/a

n/a

n/a

n/a

n/a

n/a



10/37/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



1/19/2000

n/a

n/a

n/a

n/a

n/a

n%

n/a

n/a

r/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



AMfxm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

¦nta

n/a

n/a

n/a

n/a

n/a



7/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



1/23/2001

n/a

n/a

n/a

nil

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<}0

n/a

n/a

n/a

n/a

n/a

n/a



7/31/200!

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



8/27/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

-------
Table 4 Summary ofMNA Coratitucnls, Old Midland Produces Supcrfund Site.

7/14/1999

(Va

n/a

nfo

R/S

n/a

n/a

n/a

n/a

n/a

n/a

ft/a

<10

n/a

n/a

n/a

n/a

n/a

li/a

immm

n/a

n/a

tib

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

1/19/2000

n/a

n/a

is/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

4/19/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

ft/a

<10

n/a

n/a

n/a

n/a

n/a

fl/a

7/25/2000

n/a

n/a

n/a

n/a

It/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

1/23/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/31/2001

n/a

n/a

n/a

n/a

n/a

&/a

n/a

n/a

n/a

n/a

n/a

<10

nfe

n/a

n/a

n/a

n/a

n/a

mmwi

n/a

n/a

r.'a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

nfe

n/a

n/a

n/a

n/a

a/a

3/4/2003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

8/26/2003

n/a

n/a

R/«

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

-------
Tabic 4 Summary of MNA Con$1 ftucnte, Old Midland Products Supcrfuml Slie.

7m\m

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rs/a

n/a

$

<0,01

n/a

n/a

o.m

n/a

<0.01

45.7

55

0,918

«/«

n/a

n/a

n/a

n/a

n/a

10/6/2010

7,7

•131

0.0

<0,01

n/a

n/a

0.624

n/a

<0,2

46.3

228

<0,2

rVa

n/a

n/a

n/a

n/a

n/a

4/5/2011

6,3

-100

0.7

<6.03

oft

n/a

0.162

n/a

129

223

124

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

10/12/2011

7.5

-104

0.0

<0.03

n/a

n/a

n/a

n/a

<0.2

47.5

231

<0,2

nfa

n/s

n/a

n/a

n/a

n/a

4/11/2012

7.6

•126

0.0

<0.03

n/a

n/a

n/a

n/a

<0,2

47,1

230

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

10/17/2012

7,5

-113

0.0

<0,01

n/a

tt/a

n/a

n/a

<0.2

47,9

231

<0,2

n/a

n/a

n/a

n/a

n/a

n/a

5/5/2013

7.8

•102

0,0

<0.03

n/a

n/a

n/a

n/a

«X2

47,7

224

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

10/1/2013

7.2

-94,0

0.3

<0.03

n/a

n/n

n/a

n/a

0.23

49.8

231

<0.2

<0.2

<0.2

<0.2

n/a

n/a

n/a

4/22/2014

7,2

-75.9

0.5

<0,03

0.080

0.5

0.533

0.033

231

209

134

<0,2

<0.2

<0.2

<0.2

n/a

n/a

n/a

10/9/2014

?,5

•85.0"

0,6

0,037

0.052

<0.5

0,57

0,57

0,49

51,1

226

0.428

<0.2

<0.2

<02

n/a

n/a

n/a

4/13/2015

7,1

-61.7

0,2

<0.03

0.049

1.0

0,692

—

0.30

51.2

218

0.442

<0.2

<0,2

<0.2

n/a

n/a

n/a

11/12/2015

7,2

•2.2

0.7

<0.03

0.376

0.5

0,361

_

5.45

37.6

196

1.94

<0.2

<0.2

<0.2

n/a

n/a

n/a

4/5/2016

7.1

-5L0

04

<0.03

0.052

<0S

0.565

—

<0.5

55.1

219

<1

<0.2

<0.2

<0.2

n/a

n/a

n/a

Page 11 of 34

-------
Tabic 4 Summary of MNA Constituents, Old Midland Products Supcrfttnd Site.

¦""'"¦ ¦IT® .























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MW-I2S









































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n/a

n/a

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n/a

n/a

n/a



n/a

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nfc

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n/a

n/a

n/a

n/a

nil

n/a



mmm

nfe

n/a

n/a

n/a

rife

ttfc

>i/a

n/a

n/a

n/a

n/a

<10

n?a

n/a

n/a

n/a

nftt

n/a



7/25/2000

ftfe

n/a

n/a

n/a

n/a

it/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

nfo

n/a

nfa

n/a



mmmi

tfa

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

iv'a

n/a

iVa

n/a

n/a

n/a



7/30/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



8/27/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/e

<1

n/a

n/a

n/a

n/a

n/a

n/a



3/3/2003

n/a

n/a

R/a

n/a

n/a

«/a

n/a

n/a

n/a

n/a

n/a



itfa

n/a

n/a

n/a

n/a

Wa



8/26/2003

tVa

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

ft/a



2/25/3004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

is/a



8/27/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

Wa



2/24/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a



8/25/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

-------
Table 4 Summary of MNA Constituent, Old Midland Products Superfund Site.

Well Sampling
ID Date

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-------
Table 4 Summary of MNA Constituents, Old Midland Products Supcrfimd Site.







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(SU)

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MW-ltfD









































10/16/2006

6.6

•57,9

6.2

<0.0S

n/a

n/a

6.1

n/a

2-10

210

m

<1

n/a

n/a

n/a

<0.1

<0.02

<0.01



12/20/2006

6.8

•109

0.3

<0.05

ft/a

n/a

IS

n/a

170

170

120

1.3

n/a

n/a

n/o

<0.1

<0.02

<0,01



3/23/2007

6.7

•82.7

0.3

<0.05

n/a

n/a

8,8

nto

240

200

no

-------
TabM Summary of MNA Constituent, Old Midland Products Supcrfund Stic.

Weil Sjwpfinf"
ID	Dme













, s





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(ms/h) (m g/L) {mgfi.)

fe.

K

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{mg/L)

H '

.'•.W '

Otfi^L) (Wi/Lj (pgfl,).	(ntg/Lj

w .

Qng/L)

7/15/1999

n/a

n/a

n/p

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

10/28/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a



n/a

n/a

n/a

n/a

n/a

a/s

1/16/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/o

4/20/2000

n/a

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

iVa

n/a

itfa

n/a

n/a

n/a

1/24/2001

n/a

n/a

n/a

n/n

n/a

n/a

ft/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/31/2001

n/a

n/a

n/a

n/q

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/o

8/2S/2O02

n/a

n/a

n/a

n/&

n/a

n/a

n/a

n/a

n/a

a/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

3/4/1003

n/a

n/a

n/a

n/a

n/a

fi/A

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

rife

n/a

n/a

n/a

8/27/2003

n/a

n/a

n/a

n/&

n/a

n/a

n/a

n/a

n/a

a/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

nfc

2/26/2004

n/o

n/a

nfe

n/t

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1,9

n/a

n/a

n/a

n/a

n*a

n/a

8/30/2004

n/a

n/a

n/a

n/i

n/o

n/a

iVb

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

a/a

2/24/2005

n/a

n/a

n/ff

n/E

n/n

n/a

n/a

n/a

n/a

n/a

n/a

5.5

n/a

n/a

n/a

n/a

n/a

n/a

8/25/2005

n/a

n/a

n/a

nfe

n/a

n/a

n/a

n/a

life

n/a

n/a

<1

n/a

n/s

ti/a

n/a

n/a

n/a

2/27/2006

n/a

n/a

it/a

Tift

n/a

n/a

a/a

n/a

n/a

n/a

n/a

IA

n/a

n/a

n/a

n/a

n/a

n/a

8/29/2006

n/a

n/a

n/a

n/r

n/a

n/a

n/a

n/a

tub

n/a

n/a

<1

n/a

n/a

n/a

n/a

p/a

n/a

10/12/2006

3.7

178

0.5

0J3

n/a

n/a

0.052

n/a

2.6

18

34

<1

n/a

n/a

n/a

<0.1

<0.02

<0.0 f

12/18/2006

5.4

155

1,5

<0.05

n/a

ts/a

0.039

n/a

3

18

29

<1

n/a

n/a

n/a

<0.1

<0.02

<0.01

3/20/2007

5.9

ISO

0.4

0-061

n/a

n/a

0.04

n/a

2.7

17

35

<1

n/a

n/a

n/a

0.076

<0.02

<0.02

msnmz

5.6

76.9

0.2

0.218

n/o

n/a

0.0344

n/a

3.04

16.2

35.9

<0,2

n/a

n/a

n/a

n/a

n/a

n/a

5/20/2009

6.0

66,5

0.4

0.116

n/a

n/a

e.m

n/a

2.9

17.7

37.2

0.262

n/a

n/a

n/a

n/a

n/a

n/a

11/4/2009

58

124

0.0

0.214

n/a

ft/a

0.0655

n/a

2.72

17

36.4

0.251

n/a

n/a

n/a

n/a

n/a

n/a

5/4/2010

5.8

174

0.0

0.179

n/a

n/a

0,183

n/a

2,84

143

8

0,529

n/a

n/a

n/a

n/a

n/a

n/a

10/! 1/2010

6.0

153

0.0

0.203

n/a

n/a

0.104

n/a

2.66

16.8

35

0.21

n/a

n/a

n/a

n/a

n/a

n/a

4/U/2011

5.5

159

1.4

0.219

n/a

n/o

0.11

n/a

2.8

17.9

32.f

0.2O9

n/a

n/a

n/a

n/a

n/a

n/a

10/17/2011

6.1

119

0.0

0.161

n/a

n/a

n/a

n/a

2.74

18.1

43J

<0.2

n/a

n/a

n/a

n/a

n/a

ft/a

4/12/2012

5.9

216

0.0

0.235

n%

n/a

n/a

tva

2.77

16.7

34.5

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

ltM2M012

6.0

145

0.0

0.217

n/a

n/a

n/a

n/a

2.72

18.3

34.1

<0.2

n/a

n/a

n/a

n/n

n/a

n/a

5/5/2013

6.5

77.0

0.0

<0.03

n/a

n/a

n/a

n/a

76

142

126

1.94

n/a

n/a

n/a

n/a

n/a

n/a

10/2/2013

5.8

191

0.3

0.269

n/a

n/a

n/a

n/a

2.66

17.6

38.2

<0.2(B)

<0.2

<0.2

<0,2

n/a

n/a

n/a

4/22/2014

5.8

187

0.5

0,325

0.056

<0.5

0.254

0.2S4

2,79

17

30.2

0.207

<0.2

<0.2

<0,2

n/a

n/a

n/a

10/7/2014

5.7

165

0.3

0.345

0.053

<0.5

0.062

0.062

2.66

119

32.7

<0.2

<0.2

<0.2

<0,2

n/a

n/a

n/a

4/14/2033

5.9

148

0.9

0.331

0.002

<0.5

0.063

0.063

2.1

15.9

35.7

<0.2

<0.2

<0.2

<0.2

n/a

n/a

n/a

11/11/2015

5.3

96.8

0,5

0,331

0.567

<0.5

0.553

O.S53

2.67

16.8

31.5

<1

<0.2

<0.2

<0.2

n/a

n/a

n/a

4/5/2016

5.9

225.0

22

0,274

0,042

<0.5

0,292

0.553

2.68

16.9

30.1

<1

<0.2

<0.2

<0.2

n/a

n/a

ft/a

Pag© is of 34

-------
Table 4 Summary ofMNA Constituents, Otd Midland Products Superfund Site.

Well Sampling
ID Daib

•as

¦•A

-1 '

ii

Ic
Is.

I ¦

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•

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3

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• -JB .

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£

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(rog/L)

(mg/L)

(nigflU)

joiert,)

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>ig/L)



(mg/L)

{mg/L>



i»s/U

test)

(mg/L>

(mgflL)

(ftlgfl.)

MW-I8S





































muim

n/a

ft/a

n/a

n/a

n/a

a/a

n/a

n/a

n/a

ri/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

10/28/1999

(Vs

n/n

n/a

n/a

ft/a

n/a

n/a

n/a.

n/a

n/a

n/a

<1

nfa

n/a

iVs

n/a

fV&

r^a

rnrnm

nfc

n/a

n/a

n/i

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

4/20/2000

a/a

ft/a

n/a

n/a

ft/ft

n/a

n/a

n/a

rt/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

mmm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

ft/a

n/a

n/a

n/a

n/a

1/24/2001

«fa

ft/a

n/a

n/i

n/a

r/n

n/a

n/a

n/a

«/a

n/a

<10

nfa

n/a

nfa

n/a

nfa

n/a

7/31/2001

n/a

n/a

n/a

n/a

nfc

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

mmwi

n/a

n/a

n/a

n/a

nfa

u/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

3/37/2603

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/n

n/n

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

" n/a

8/27/2003

n/a

n/a

ft/a

n/a

n/»

n/a

n/a

n/a

n/a

n/a

n/a

<1

a/a

n/a

n/a

n/a

n/a

n/a

mmm

o/o

n/a

n/a

n/a

ft/B

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/n

mmm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

2/24/2005

n/a

ft/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

4.S

n/a

n/a

n/a

n/a

n/a

n/a

8/25/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

-------
Table 4 Summary ofMNA Constituent, Old Midland Products Supcrfttnd Site.

MW-I8D

7/21/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

ft/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

IOQ 8/1999

n/o

n/a

n/a

n/a

n/a

n/fl

n/a

n/a

n/a

n/fl

n/a

<1

tifa

n/a

n/a

n/a

n/a

n/a

1/20/2000

n/a

nte

ti/is

iVp

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

4/20/2000

n/a

n/a

n/a

n/a

n/a

ft/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/26/2000

n/a

n/a

Wo

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

nfa

ssfa

n/a

7/31/2001

a/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/o

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

£23/2002

n/a

n/a

R/a

n/a

n/a

n/a

n/a

ft/a

n/a

n/o

nfa

<1

n/a

n/a

n/a

n/a

n/a

n/a

3/4/2003

n/a

n/a

n/a

n/a

tVa

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

8/27/2003

ti/a

n/a

n/a

n/a

n/a

n/fl

n/a

n/a

>Wa

n/a

n/a

<1

n/a

n/a

n/a

n/a

nfa

n/a

2/16/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1,2

n/a

nfe

n/a

n/a

n/a

n/a

8/30/2004

n/a

n/a

n/a

R/fl

n/a

it/a

n/a

n/a

nfo

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

2/24/2005

n/a

n/a

n/a

Fife

n/«

n/a

n/a

n/a

n/a

n/o

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

8/25/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n%

n/a

<1

n/a

n/a

n/a

nit

n/a

n/a

2/27/2006

n/a

n/a

n/a

n/a

n/a

n/n

n/a

n/a

n/a

nfa.

n/a

1.2

n/a

n/a

e/a

iVa

n/a

n/a

S/29/20G6

n/a

n/a

n/a

n/a

iVa

n/a

n/a

n/a

iVa

n/a

n/a

-------
Tabic 4 Summary ofMNA Consliiucnts, Old Midland Products Supcrfund Site.

Well Sampling
IB	Pflic

m

|&
?:S

(mV»)

"¦'8

•• S '•









' 1 ••



g









3 '

¦ :i

(2



>*•





•w

iSL '

¦ .•«

:|¦



. 1





&

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'•*3 .

':,S

I ;$j

•• 1

I ¦



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:S *

•3

. \

•JB

4:



©
3

:4;|.





• -"a

u .



• M?.

;1:

(mg/L) (mg/L) (mg/L) (mg/L) (mg/L) tmg/L) (mg/L) (mg/L) (tng/L): ;(rne/L) QigftJ (ng/L) .(Hg/L) (mg/L) (mg/L)

• : W
(fflg/L)

7/15/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rt/»

n/a

<10

n/a

n/a

h/b

n/a

n/a

fi/3

\Q(Wm9

n/a

n/a

n/a

a/a

rtfa

n/a

n/a

n/a

n/a

n/a

n/o

<1

n/a

n/a

R/ft

n/a

n/a

n/a

1/20/2000

o/a

n/tt

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

a'a

r/b

n/a

n/a

n/a

4/20/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

a/a

n/a

n/a

n/a

7/26/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/#

<10

n/a

n/a

n/a

u/a

n/a

n/o

1/24/2001

n/a

n/a

n/a

n/a

n/a

tv'a

n/a

n/a

nta

n/a

n/a

<10

n/s

n/a

a/a

n/a

n/a

n/a

7/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

8/28/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/«

n/a

• 3/4/2003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

-------
Table 4 Summary ofMNA Constituents, Old Midland Producls Supcffimtf Site.





1

-,s

:

o

• a ¦

£



l









!

jg

' B

1













Well Sampling
ID Date

1

I
«

s c

II
5 s

I

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8

*t •.
C

!
s

K

1

1

>3

¦ : *ft,'

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II
11

3

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2

' '"'w

1

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a
£
A

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-1 .

• • e ••

0

s

1

3

5
£

¦e

1

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3

£

. *3

9

. 4-

1

3-

1

'•.'.43 •
- /IX
£

Q
rT

s

¦"£ ¦ ¦
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i

5

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r*

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tt

n

. .

¦ «Q- ¦

U
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. :•»
' JS
U •

•:-iJ :

:£t

(SU)

(mVj)

(nifi/L)

(ntg/lO



(lilg/Iv)

:(rag/L}

frag/L)

(rag/L)

(mgJL)

(ing'L)

(m«/lj

(MsttJ





(mgft,)

(ragrtj

{«ng&) -

MW-19D





































7/15/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

I0/28/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

n/a

n/a

n/a

n/a

inmwQ

n/a

n/a

n/a

n/a

n/a

n/a

n/o

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

4/20/2000

n/a

n/a

n/a

n/a

n/ii

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/2(5/2000

n/o

n/a

n/a

n/a

n/a

jyla

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/s

1/24/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

7/31/3001

n/a

n/a

n/s

n/a

n/a

n&

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

a/a

n/a

n/a

nfa

8/28/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

st/a

n/a

n/a

n/a

3/4/2003

n/a

n/a

n/a

n/a

n/a

rVa

n/a

n/a

n/a

n/a

n/a

I.}

n/a

n/a

n/a

n/a

n/a

tfa

8/27/2003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rv'o

<1

n/a

n/o

a/a

n/a

n/a

n/a

2/26/2004

n/a

n/a

n/a

n/a

n/a

n/o

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

a/a

n/a

n/a

n/a

8/31/200-1

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

nfo

2.4

n/a

n/a

a/a

n/a

n/a

n/a

2/25/2005

n/n

n/a

n/a

n/a

es/a

n/a

n/a

iVa

n/a

n/a

n/a

6.4

n/a

n/a

a/a

n/a

tfa

n/a

8/26/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

a/a

n/a

n/a

n/a

2/27/2005

n/a

n/a

n/R

n/a

n/a

n/a

n/a

n/a

n/a

n/s

n/a

<1

n/a

n/a

a/a

n/a

n/a

n/a

8/29/2006

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

tWa

n/a

n/a

<1

n/a

n/a

a/a

n/a

n/a

n/a

J 0/18/2006

6.2

•32.0

3.3

<0.05

n/a

n/a

8.4

n/a

38

130

98

<1

n/a

n/a

n/a

<0.1

<0,02

<0.03

12/19/2006

6.4

-33.8

0.3

<0,05

n/a

n/a

9

n/a

n/a

110

100

<1

n/a

n/a

it/a

<0,1

<0.02

<0.0!

3/20/200?

45

-SI.2

0.4

<0.05

n/a

n/a

8.9

n/a

75

120

110

<1

ivfa

n/a

n/ii

0.12

<0.02

<0.02

9/29/200$

6.4

'334

0.1

<0.01

afa

n/a

6,81

n/a

65

104

116

<£>.0002

rv'a

n/a

a/a

n/a

ti/a

itfa

5/20/200?

6.5

-147

0.3

0.032

n/a

n/a

7,68

n/a

73.7

lis

102

<0.0002

n/a

n/a

n/a

n/a

n/a

n/a

I 1/3/2009

6,4

-32.0

0.0

<0,01

n/a

n/a

6.88

n/a

71.4

115

106

<0.2

n/a

n/a

n/a

n/a

n/a

n/s

5/4/20I0

6.1

-20.0

0.0

<0.01

n/a .

ft/a

6.8

n/a

61,6

121

209

<0.2

n/a

n/a

n/a

n/a

ftfa

n/a

10/H/20W

6,7

~45,0

0.0

0.039

n/a

n/a

6.45

n/a

87,8

117

97.5

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

4/7/20 H

6.6

•53.0

0.6

<0.03

n/a

n/a

SM

n/a

60.6

123

105

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

lfVt?/30l I

6.7

-56.0

0.1

<0.03

n/a

n/a

n/a

n/a

72

121

107

<0.2

n/a

n/a

n/a

rtfa

n/a

n/a

4/17/2012

6.6

-35.0

0.2

<0,03

n/a

ttft

n/a

n/a

65

MS

IN

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

10/22/2012

6.8

¦47.0

0.0

<0.03

n/a

n/a

n/a

iVa

55.7

117

108

<0,2

n/a

ft/a

n/a

n/a

n/a

iv'a

5/5/20 i 3

6.8

97,0

2.6

0.075

n/a

n/a

n/a

n/a

49.8

108

110

0,325

n/a

n/a

a/a

n/a

n/a

nto

10/2/2013

6,3

¦37,0

0.5

<0.15

n/a

n/fl

iVa

n/a

61.9

87

94.7

<0,2{B)

<0.2

<0.2

<9.2

n/a

n/a

n/a

4/22/3014

6.5

43,7

0.3

<0.03

0,171

3.0

6.84

3.84

66,3

93.3

109

0.287

<0.2

<0,2

<3.2

n/a

n/a

n/a

30/7/2014

6,5

•20,0

0.3

<0.03

0.854

2,0

61

4.3

71.6

82.6

109

0.854

<0.2

<0,2

<0,2

n/a

n/a

n/a

4/15/2015

6,6

31J

1.0

<0.03

0.7S5

1.5

4.02

2.52

71.7

83.2

107

0.2

<0.2

<01

<3.2

n/a

ft/a

n/a

11/13/2015

6J

4L4

0.5

<0.5

0.805

2.0

5,43

3.43

65.2

81!

502

<1

<0.2

<0.2

<0.2

n/a

n/a

n/a

4/5/2016

6,7

5.0

5.2

<0.03

0.74

2.0

4.89

2.89

717

86.2

53

<1.

<0.2

<0.2

<0.2

n/a

n/a

n/a

Pa^ 19 of 34

-------
Table A Summary ofMNA Constituents, OM Midland Products Supcrfund Site.

7/15/1999

n/a

n/a

n/a

n/a

fl/fl

n/a

n/a

n/a

n/a

n/a

n/a

<10

ft/&

n/a

n/a

n/a

n/a

n/a

immm

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

site

n/a

n/a

<1

n/a

n/a

n/o

n/a

ft/a

n/a

1/20/2000

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

4/24/1000

n/a

n/a

is/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

nfa

7/26/1000

ii/a

n/a

a/0

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a

msam

Ms

itfa

n/a

n/a

n/a

n/a

n/a

rt/a

n/fl

n/a

n/a

<10

n/a

n/s

n/a

n/a

n/a

n/a

imam

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

nfe

mmoQi

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

nla

n/a

n/a

n/a

n/a

n/a

mam

n/a

n/a

n/a

a/a

n/a

n/a

n/a

n/a

rtfa

n/a

n/a

<1

n/a

n/s

n/a

n/a

n/a

n/a

8/27/2003

n/a

ftfa

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

LI

n/a

n/a

n/a

n/a

n/a

n/a

3/27/2004

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

n/a

nfe

n/a

n/a

n/s

8/31/2004

n/a

n/a

n/a

n/a

n/a

n/a

afa

n/a

n/a

n/a

n/a

1.5

r/a

n/a

n/a

n/a

n/a

n/a

msams

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/o

n/a

5.9

n/a

n/a

n/s

n/a

n/a

n/a

8/26/2005

n/a

n/a

n/a

n/a

n/a

iVo

n/a

n/a

n/a

n/a

n/a

1.1

n/a

R/a

n/s

n/a

n/a

n/a

2/27/2006

n/a

n/a

n/a

n/a

o/a

R/a

n/a

n/a

n/a

n/a

n/a

1.2

n/a

n/a

n/a

n/s

n/a

n/s

8/29/2006

nM

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1.1

n/a

a'a

n/a

n/a

n/a

n/a

mmm

6.0

443

0.5

<0.05

n/a

n/a

IS

n/a

320

280

81

-------
Table 4 Summary of MNA Constituents, Old Midland Produces Supcrfund Site.

Will Sampling
ID Dfttc

'

. •. -

.a

a J \

£

. ' tx

. •- O '

. X

"B

vl,: •

;tf

At-

' "B:

A3..

y.O; ¦

¦ K

•A#. :

X

.. -:x ¦

Af

. g

-•b». •

:v|f

Q £

. :2 -..'a

I

S

£

-.--a

g

¦ ¦¦ *f ¦ ¦

. : .«» . .
¦ "a .

¦g

6

1

i

t-

¦ -;B : •

Us

1
<

I

B

I
5

.s

1

2
*

' *5 '.

4

'•¦¦S

*5

£

. I
s
<5

'M

O

V

¦ ;a

• JS

:A$.-. '

| ;

i2 .

-------
Tabic 4 Summary of MNA Constituents, OUI Midland Products Superfiind She.

Well Sampling

ID	Dflift

&
L>

•« . .

J--'



% ¦

'"ft

•'g

. E

:s .

. ¦&

"8

'V.I!

§

¦ «.

3





**

(jig/t? fcg/L) (mg/L)

:•% -¦
(mg/L)

• w

0"E^>

MW-21S

10/13/2006

6,2

94.7

4.7

<0.05

n/a

tv/a

0.17

n/a

170

m

220

<1

n/a

ft/a

n/a

<0,1

<0.02

<0.01

J 2/20/2006

6.4

9.0

0.5

<0.05

n/a

n/a

0.6

n/a

84

100

200

<1

n/a

n/a

n/a

<0.1

<0.02

<0.01

3/20/2007

6.3

57.9

0.4

<0.05

n/a

rtfa



n/a

69

no

360

<1

n/a

n/a

n/a

0.035

<0.02

<0.02

1 (VI5/2002

6,2

27.3

0.2

0.G3

n/a

n/a

0.608

n/a '

43,5

129

315

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

5/23/2009

6.2

-73,7

0.7

<0.01

n/a

n/a

3.8?

n/a

42

148

313

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

1I/9/2009

6.5

<1.0

0.0

<0.01

n/a

n/a

0.524

n/a

3S.3

148

113

0.201

n/a

n/a

n/a

n/a

n/a

n/a

4/29/2010

6,2

no

0.0

<0.01

n/a

n/a

3.07

n/a

42.3

166

291

<0.0002

n/a

n/a

n/a

n/a

n/a

n/a

W4/2030

6.4

53.0

0,0

<0.0 1

n/a

n/a

0.867

n/a

34,5

145

110

<0.2

n/a

n/a

n/a

n/a

n/a

u/a

4/5/2011

6.3

98.0

!,0

<0.03

ft/a

n/a

0.48

n/a

36.3

160

118

<0.2

n/a

n/a

n/a

n/a

n/s

n/a

30/12/2031

6.4

59.0

0,0

<0,03

n/a

n/a

n/a

n/a

33.3

145

106

<0.2

n/a

n/a

n/a

n/a

n/a

n/a

4/11/2032

6.2

137

0,0

<0.03

n/a

n/a

n/a

n/a

34.6

146

104

<0.2

js/a

n/a

fi/a

n/a

n/a

n/a

30/11/2032

6.4

49.0

0.0

<0.03

n/a

n/a

n/a

n/a

33.3

143

104

<0,2

n/a

n/a

n/a

n/a

n/a

n/a

4/10/2013

6.5

103

0,0

<0.03

n/a

n/a

a/a

n/a

9,77

IU

108

<0.2

Ufa

n/a

ft'tt

n/a

n/a

n/a

10/3/2033

6.0

102

0.4

<0.03

n/a

n/a

n/a

n/a

32,2

142

108

<0.2

<0.2

<0.2

<0.2

ft/fl

n/a

n/a

4/22/2034

6.0

163

1.3

<0.03

0.342

<0,5

0.58

0.58

34,4

138

97.9

<0.2

<0.2

<0.2

<0.2

n/a

n/a

n/a

10/8/2034

6.0

90,6

0,4

<0.03

0,718

1.0

0.742

—

36.2

141

110

<0.2

<0.2

<0.2

<0.2

it/a

n/a

n/a

4/I5/2035

6.0

168

0.4

<0.03

0.410

<0.05

0.SI6

0.516

34.4

136

101

0317

<0.2

<0.2

<0.2

n/a

n/a

n/a

11/11/2015

6.1

79

0,4

<0.03

0.796

0.5

0,723

0.221

48.9

141

124

<1

<0.2

<0.2

<0,2

n/a

n/a

n/a

4/6/2016

6.0

-69

0.3

<0.03

0.660

0.5

0.663

0.221

41.1

144

112

<1

<0,2

<0.2

<0.2

n/a

n/a

n/a

30/11/2006

6.9

-51.2

7.6

<0.05

n/a

n/a

L7

n/a

8.9

94

210

-------
Table 4 Summary of MNA Constituents, Old Midland Products Superfurtd Sflc.

Well

Sampling.
Date

::3S

•• .

.•'•T8

•*a

• -:2 v.

1

: --8

:is

,J'S ¦

}
.3

. .-¦« .

K

H

X

1

5K

s
«
I

• •. 'IPS -

3
£

£ -
1

: js .

|l

1 I

'lb £ :

s

fS

J:

a

:a •

.¦¦•3

w

• t* ¦

1

6

I

5

'A

*

• .'§ . -

I
<

I

• B

'.O

ja

<5

¦ .it

1

' O

a

£

.-.I-

• V*
'• >e

¦.¦¦.I

•4

: ^ ..

0

••'§ •' ¦


(tng/L)

(fng/14

{mg/L)



WW



W-)

(ni^/L)

(nig/I/)

(mg/L)

MW-12S









































10/J9/2006

6.1

164

3,1

<0,05

n/a

n/a

0.09

n/a

460

350

41

<1

n/a

n/a

n/a

<0.1

<0.02

<0.01



12/19/2006

6.1

134

0,6

<0,05

rtfa

n/a

0.033

n/a

n/a

290

160

<1

n/a

n/a

n/a

<0.3

<0.02

<0.01 !



3/22/2007

5.9

108

0,3

<0.05

n/a

n/a

0.037

n/a

510

360

150

<1

n/a

n/a

n/a

0,012

<0.02

<0.02



9/28/2008

6.0

•13.6

0.3

<0.01

n/s

n/a

0.128

Ft/a

401

264

162

0.43

n/a

n/a

n/a

n/a

n/a

n/s



5/19/2009

6.1

-17.3

7.7

0,01

n/a

n/a

0.0364

n/a

547

356

(62

0.444

ttfa

n/a

n/a

n/a

n/a

n/a



iO/2 009

6.1

30.0

0.0

<0,01

n/a

n/a

0.2S9

n/a

5S2

366

(65

US

ti/a

n/a

n/a

n/a

n/a

ft/a



4/29/2010

6.4

150

3.0

<0.01

n/a

n/a

0.761

n/a

545

362

976

0.251

n/a

n/a

n/a

file,

n/a

n/a



10/5/3010

6-3

74.0

0.0

<0.01

n/a

n/a

0.365

n/a

623

383

158

1.64

n/a

n/a

n/a

n/a

n/a

n/a



4/7/2011

5.6

139

06

<0.03

n/a

n/a

0.363

n/a

521

363

168

2.61

n/a

n/a

n/a

n/a

n/a

a/n



10/16/2011

6.!

88.0

0.0

<0.03

n/a

n/a

n/a

n/a

627

331

151

0.474

iVa

n/a

n/a

n/a

n/a

n/a



4/I6/2012

6.1

169

0.0

<0,03

n/a

n/a

n/a

n/a

702

389

145

<0.2

n/s

n/a

n/a

n/a

n/a

n/a



10/21^2012

6.3

96,0

0.0

<0,03

nfe

n/a

n/a

n/a

550

333

(44

1.01

n/a

n/a

n/a

n/a

n/a

n/a



S/i/2013

6.2

139

o.o

<0,03

n/a

n/a

n/a

n/a

759

382

143

0,836

n/a

n/a

n/a

n/a

iVa

n/a



10/1/2013

6.0

148

0.4

<0.03

n/s

n/a

n/a

nfa

678

34?

159

2.27

<0,2

<0.2

<0.2

n/a

n/a

n/a



4/23/2014

6.3

123

0.5

<0.03

0.154

<0,5

0,0889

O.08S9

631

296

151

2.45

<0.2

<0.2

<0.2

n/a

n/a

n/a



10/7/2014

6.0

357

0.4

<0.03

0.196

<0.5

0.0754

0,0754

680

316

340

0.123

<0,2

<0,2

<0.2

n/a

n/a

n/a



4/16/2015

6.0

S96

0.3

<0.03

0.357

<0.5

0.289

0,289

720

328

139

0.9(5

<0.2

<0.2

<0,2

n/a

n/a

n/a



11/13/2015

6.8

48

0.6

<0,03

0,320

0,5

0.721

0.221

683

305

178

9,89

<0,2

<0.2

<0.2

n/a

n/o

n/a



4/3/2016

6.2

I9S

1.9

<0.03

0.234

<0.5

<.200

0.221

772

320(8}

154

1.86

<0.2

<0.2

<0,1

n/a

n/a

nfe

MW-22D









































10/19/2006

6.7

-50,1

0.4

<0,05

n/a

n/o

1.5

Ji/o

7

no

120

<1

n/a

n/a

n/a

0.3(

<0.82

<0.01



I2/19/2006

6.7

•43,1

0.6

<0,05

n/a

a/a

2.7

n/n

n/a

340

i50

<1

n/a

n/a

n/a

0J#

<0.02

<001



3/22/2007

6.6

-113

0.3

<0.05

n/a

nft

3.7

tfa

130

190

140

-------
Table 4 Summary of MNA Constituents, Old Midland Products Supcrfund Site,

Well Sampling
IP	Pate

(SU)

'jo 2.
(jiiVx)

'¦?!
:i



| ¦

'¦ 1

'2

•.'3

• 1

1.1

• £ '•

£

(fflg/l) (mg/L) (mg/L) "(mg/L)

• •
•• -i •• •

¦ 1 :

ing/b)

¦ *• ¦
(mgfL)

3.



inm (!¦««») . <«fts ¦.

¦ ¦

: ;I. ••

(meft.)



10/1 8/2006

6.8

-8X1

0,6

<0.05

n/a

n/a

0.9

n/a

23

44

170



n/a

tVa

a/a

0.14

<0.02

<0.01

12/19/2006

6.8

-216

0,3

<0.05

n/a

n/a

1.1

n/a

itfa

51

2(0

1.7

n/a

n/a

n/a

<0.1

<0.02

<0.01

mwmi

7.1



0.4

<0.05

n/a

n/a

3 J

n/a

43

47

200

1,8

n/a

n/a

n/a

0.58

<0,02

<0.02

9/25/2008

6.7

-HI

0J

<0.01

n/a

n/a

1.28

n/a

94.4

81.8

148

0.00554

n/a

n/a

n/a

n/a

n/a

n/a

5/19/2009

6.9

¦167

0.3

0.057

n/a

n/a

1.73

n/a

108

90.5

14)

0.209

n/a

n/a

n/a

n/a

n/a

n/a

11/4/2009

6.6

•54,6

0.0

<0.01

n/a

n/a

1.52

n/a

132

93.5

141

0.941

n/a

n/a

n/a

n/a

n/a

r»a

4/29/2010

1.2

258

0.0

<0.01

n/a

n/a

1,6

n/a

107

86.S

201

0.637

n/a

n/a

a/a

n/a

n/a

n/a

10/! 1/2010

7.1

*72.0

0J

0.025

n/a

n/a

1.56

nfa

127

95,1

151

2.23

n/a

n/a

n/a

ft/a

n/a

n/a

4/6/2011

6.3

-119

0.5

<0.03

n/a

n/a

1.59

n/a

126

93, t

180

1J

n/a

n/a

a/a

n/a

n/a

n/a

10/13/2011

7,0

-R0

0.0

<0.03

n/a

n/a

n/a

n/a

113

90.6

175

1.23

n/a

n/a

n/a

n/a

n/a

n/a

4/10/2012

7,0

-66.0

0.0

<0.03

n/a

n/a

n/a

n/a

122

90,7

163

}.2S

n/a

n/a

n/a

n/a

n/a

n/a

10/17/2012

72

-62.0

0.4

<0.03

n/a

n/a

n/a

n/a

125

89.3

154

1.1

n/a

n/a

a/a

n/a

n/a

iVa

5/1/2013

7.5

161

6.2

0.125

n/a

p/a

n/a

n/a

123

90.9

17?

IJ9

n/a

n/a

n/a

n/a

n/a

n/a

10/1/2013

6.9

65.0

0.7

<0.15

n/a

n/a

n/a

n/a

IIS

81.9

186

3.12

<0,2

<0.2

<0.2

n/a

n/a

n/a

4/23/2014

7.0

•48.8

0.6

<0.03

0.191

1.5

1.92

0.42

HI

73

2(8

5,73

<0,2

<0.2

<0,2

n/a

n/a

n/a

10/8/2014

'6.8

•4M

0.3

<0.3

0.291

1,0

1.33

0.33

120

81,9

162

1.15

<0,2

<0.2

<0.2

n/a

n/a

n/a

4/15/2015

6.9

-5X4

0.3

<,06

0.161

1.0

1.62

0.62

n/a

76.8

186

5.64

<0.2

<0.2

<0.2

n/a

n/a

n/a

11/12/2015

7.6

242

0.5

<0,3

0.276

1.5

1.65

0.15

121

79.6

197

2.95

<0,2

<0.2

<0.2

n/a

n/a

n/a

4/5/2016

6.7

-100

0,4

<0.03

0J8

1.5

1.38

-0.12

139

86.3

138

<1

<0,2

<0.2

<0.2

n/a

n/a

tVa

Page 24 ef 34

-------
Table 4 Summary ofMNA Constituents, Old Midland Producls Stiperfund Site.

Well

Sampling
Dale

£

' :i

•<5

.1 :

V5-:

Iff

" 

• ¦: .1

• la '

£ .
¦c

£

£

i

l
«
5?

3

l
£

1

I?

A &
T g

E £

E
g

i
(2

I

fe.

e ¦

1

£

£

¦ u
£/>

•'? :
.'!» ¦
:S-

I ¦;

-'(I:.
' £
v|

-'J :'

.< : .
• :

V#/

:¦!

rS ;¦
*s
£

0'

;•§

"i

' .¦ ©
g

¦'¦f '

-.l:

"3

s

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: B.
| .

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. G
«

'• - J :

.¦HZ

- Bf
n

•. *

4»

' f '

. vS .
-M ...

10

(SU)

(RlVO

(mg/ljJ

(mg/L)

(rnftfU

(mg/L)

(mg/L)

.faig/L).

(ms/L)

(mg/L)

(mg/L)

(rag/L)





CMU

WW



(mg/L)

RW-i

7/19/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

20.5

n/a

n/a

n/a

n/a

n/a

n/a



immnv

n/a

n/a

is/a

n/a

n/o

n/a

n/a

n/a

n/a

n/a

n/a

3060

n/a

n/a

n/a

n/a

n/a

n/a



m5/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rVa

n/a

3320

n/a

n/a

n/a

n/a

n/a

n/a



4/25/2000

nto

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1470

n/a

n/a

itfa

n/a

n/a

n/a



imam

n/a

n/a

n/a

(V/fi

n/a

n/a

n/a

n/a

n/a

n/a

n/a

223

n/a

n/a

nfe

n/a

n/a

ttfa



1/31/200 &

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



7/30/2001

n/a

n/a

n/a

n/is

n/a

n/a

n/a

n/a

n/a

n/a

n/a

15,5

n/a

n/a

n/a

n/a

n/a

n/a



rnwrn

n/a

n/a

n/a

nit.

n/a

n/a

n/a

n/a

n/a

n/a

n/a

9.9

n/a

n/a

n/a

n/a

n/a

n/a



3/5/2003

n/a

n/a

n/a

n/e,

n/n

n/a

n/a

n/a

n/a

n/a

n/a

14

nfa

n/a

n/a

n/a

n/a

n/a



minm

n/a

n/a

n/a

n/s.

n/a

n/a

n/a

n/a

n/a

n/a

n/a

18

n/a

n/a

n/a

n/a

n/a

n/a



2/25/2004

n/a

n/a

n/a

n/e

n/a

n/a

n/a

n/a

n/a

n/a

n/a

20

rv'a

nfa

n/a

n/n

n/a

n/a



mmm

n/a

n/a

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

71

n/a

n/a

n/a

n/a

n/a

n/a



2/21/20Q5

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n&

33

n/a

n/a

a/a

n/a

n/a

n/a



E/22/20Q5

n/a

n/a

n/a

n/a

n/a

n/a

n/a

it/a

n/a

n/a

n/a

9.8

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2006

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

14

nfa

n/a

n/a

n/a

n/a

n/a



8/21/2006

n/a

n/a

n/a

n/a

n/a

n/a

n/s

n/a

n/a

n/a

n/a

24

n/a

n/a

n/a

n/a

n/a

nfc



9/27/2006

6.0

46.9

0.8

<0.05

n/a

n/a

U

n/a

69

75

100

8.5

n/a

n/a

n/a



<0.02

<0.01



12/19/2.006

6.7

-69.9

0.8

O.I

a/a

n/a

U

n/a

n/a

36

SO

3.6

n/a

n/a

n/a

<0.(

<0.02

<0.01



3/21/2007

6,6

-211

0.7

<0,05

n/a

n/a

3,5

n/a

76

S20

200

3.6

n/a

n/a

rv'a

0.19

<0.02

<0.02



10/1/2008

6,$

IS

0.1

<0.01

n/a

n/a

0.698

n/a

30.6

19.5

85.9

7.09

n/a

n/a

n/a

n/a

n/a

n/a



5/22/2009

6.9

-268

1.8

<0.01

rVu

n/a

o.ifi

n/a

82.7

182

208

3.92

n/a

n/a

n/a

ti/b

n/a

n/a



II/S/20M

7.1

-m

n/a

<0,01

n/a

n/a

0.07

n/a

38.6

243

264

3J5

n/a

n/a

n/a

n/a

n/a

n/a



4/29/2010

6,8

-204

8,6

-------
Table 4 Summary of MNA Coruliliwnls, Old Midland Products SupcfJbmi Site,







•g

e
• *
£

' ' e

-/!¦





m'-

, J-.









I

I













Well

Sampling

•s

&

15

' H

ic

If

iS

1

•75

,s

- Q

n

¦ti
$
,-et

1
'%

1

¦St

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':! i

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-,S :'B

:it.S ¦

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VIS •'

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'¦-J&

6

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: Vf\'
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-¦J .

is

''I

ID

t>nlc

(SU)

|mVi) .

(mg/L)

(mg/L)

(mgj/M

(mg/L)

(Bgrt,)

.(mg/L)



(mg/L)

(fllgt)

(mg/l)





(mm

(mg/L)

:(rag/L>



RW-2









































7/19/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

fVa

n/a

n/a

32.4

n/a

n/a

n/a

n/a

n%

n/a



10/29/199*

Fl/3

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/fl

n?a

<10

n/a

n/a

n/a

n/a

n/a

n/a



1/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

20.4

n/a

n/a

n/a

n/a

n/a

n/a



4/25/2000

n/a

n/a

n/a

n/a

n/a

rt/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

iv'a

n/a

n/a



7/27/2000

n/a

rt/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

ft/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



1/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

ti/a

n/a

n/a

iVa



7/30/200!

n/B

n/ft

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

14.3

n/a

n/a

n/a

n/a

n/a

n/a



mmmi

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

3.5

n/a

n/a

n/a

n/a

n/a

n/a



3/5/2003

n/a

n/a

n/a

n/a

n/a

itfa

n/a

n/a

n/a

n/a

n/a

3.4

n/a

n/a

n/a

n/a

r/jj

n/a



mmm

n/a

n/a

n/a

n/a

n/a

n/a

ti/b

n/a

n/a

n/a

n/ft

5.5

n/a

n/a

n/a

n/a

n/a

rj/a



2/25/2004

n/a

n/a

n/a

n/a

n/a

rtfa

n/a

n/a

n/a

n/a

n/s

5

n/a

n/a

n/a

n/a

n/a

n/a



imam

n!a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

a/a

n/a

6.2

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

8.7

n/a

n/a

n/a

iVfl

n/a

n/a



mmm

rtfs

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

4.6

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2006

n/a

n/a

n/a

n/a

n/a

rtfa

n/a

n/a

n/a

n/a

n/a

4J

n/a

n/a

n/a

n/a

n/a

n/a



S/2t/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

3.4

n/a

n/a

n/a

n/a

n/a

n/a



9/27/2006

6.4

415

0.3

0.05

n/a

n/a

1.3

n/a

40

6$

99

U

n/a

n/a

n/a

0.24

<0.02

<0.01



12/21/2006

6.5

no

5,7

o.os

n/a

n/a

1.4

n/a

9.5

*.5

16

22

n/a

n/a

n/a

<0,1

<0.02

<0.01



3/25/2007

6.8

-252

0.4

<0,05

n/a

n/a

2.1

n/a

il

54

96

16

n/a

n/a

n/a

1,1

<0.02

<0.02



10/10/2008

6.7

-24.2

0,1

<0.01

n/a

n/a

1.36

n/a

5,67

8.63

45.S

14

n/a

n/a

n/a

n/a

n/a

n/a



1 l/S/2009

7.2

-68.0

n/a

<0.01

n/a

n/a

0.783

n/a

17.9

25.7

74

5.36

n/a

n/a

n/a

n/a

ofa

n/a



-1/29/2010

68

•100

0.0

<0.0l

n/a

ttfa

0.4S1

n/a

<0.01

258

191



n/a

n/a

n/a

n/a

n/a

n/a



10/32/2010

6.2

-289

0.0

<0.01

n/a

n/a

0.232

n/a

88.1

288

202

3

n/a

n/a

n/a

n/a

n/a

n/a



4/7/2011

7.1

•121

QJ

<0.03

n/a

n/a

0.303

n/a

70.4

76

131

6.34

n/a

n/a

n/a

n/a

n/a

n/a



10/18/2011

6.8



0.0

<0.03

n/a

n/a

n/a

n/a

17

US

140

9.28

n/a

n/a

n/a

n/a

n/a

n/a



4/19/2011

7.0

-75.0

0,5

0.106

a/a

n/a

n/a

n/a

23.2

43

90.2

i 1.8

n/a

n/a

n/a

n/a

n/a

iv'a



10/23/2012

7.0

•60,0

0,0

0.03

n/a

n/a

n/a

n/a

22

31.5

73.2

10,6

n/a

n/a

n/a

n/a

fi/a

n/a



5/7/2013

7,2

•206

2 J

<0.03

n/a

n/a

n/a

n/a

114

46.S

104

5.26

n/a

n/a

n/a

ltfa

n/a

n/a



10/2/2013

45

>72,0

0,0

<0.15

n/a

n/a

n/a

n/a

7.17

106

151

11.3(B)

0.646

<0.222

<0.222

n/a

n/a

n/a



4/21/2014

Flooded below grade surface complclion, ihcreforc well

was not sampled.

























10/8/2014

6.8

-125

0.2

<0.03

2.E4

itfa

0.282

n/a

2.7

84

133

7.4

<0.2

<0.2

<0.2

n/a

n/a

n/a



4/13/2015

Flooded below grade surface completion, therefore well

was not sampled.

























11/13/2015

6.7

226

0.4

<0.03

0.857

<0.5

0.913

0.913

34.6

35.0

£8,8

9.76

<0,2

<0,2

<0.2

n/a

n/a

n/a



4/6/2016

Flooded below grade surface completion, llscreforc well was not sampled.























Page 26 Of 34

-------
Tabic 4 Summary ofMNA Constituents, Old Midland Products Supcrfund Site.







' J "v

















|

S
¦ a

' • 'St



|

tei .









/J



. .



*8











n





' '• '.5 • -









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: 3

v:';i ¦.

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a.

il

- -ft (5. :

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. Well.

.Sampling

a.

fl

/¦:-!
* ;-p;;

; £

• • iiS

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IP

Dale

(SU)

¦'(myj)..

{m gfL)

(mg/L)

(mg/L)

(mg/L)

(mgL)

RW-3



















7/19/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a



mmm

n/a

n/a

n/a

n/o

n/a

n/a

n/a



1/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a



4/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a



7/27/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

|

1/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

I

7/30/2001

n/a

n/a

n/a

n/a

n/a

n/s

n/a



8/28/2002

n/a

n/a

n/a

n/a

nfc

n/a

n/a

1

3/5/2003

n/a

«/a

n/a

n/a

n/a

n/a

n/a

1

8/27/2003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

J

2/25/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1

8/24/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1

2/21/2005

n/a

n/a

n/a

n/a

n/a

n/a

n/a



8/23/200$

n/a

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2006

n/a

n/a

n/a

n/a

n/a

n/a

n/a



8/21/2006

n/a

n/a

n/a

n/a

n/a

n/a

n/a



E 0/1/2006

6,5

-5S.3

6.5

<0.05

n/a

n/a

13



12/21/2006

6.5

E48

7.4

<0.05

n/a

n/a

I



3/21/2007

6.6

•*156

0.4

<0.05

n/a

n/a

4,2



10/9/2008

6.8

8,0

3.9

0.065

n/a

n/a

0.46



11/10/2009

7.3

-13.0

0.0

<0.01

n/a

n/a

0.649



10/11/2010

7.0

-79.0

0.0

<0.01

n/a

n/a

2.3?



4/13/2011

6.1

Si,0

0,8

0.038

n/a

n/a

0.348



10/18/2011

7.1

•147

0,0

<0.fl3

n/a

ft/a

n/a



5/3/2013

7.3

^26.0

0.0

<0.03

n/a

n/a

n/a



IG/3/2013

6.7

-74.0

0.2

<0.03

n/a

n/a

n/a



4/21/2014

Fl ooded befsHv grade surface eomplciion. iberefore well was not sampled.



10/7/2014

6.8

-95.0

0.2

0,06

5.47

2.0

2.58



4/13/2015

Flooded below grade surface eoraplelion. therefore v«H ras not sampled.



11/13/2015

6.6

162

0.3

<0.03

4,55

1.0

0.58?



4/6/2016

Flooded below grade surface completion, therefore well was not sampled.

n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
rtfa
n/a
n/a
n/a
a/a
n/a
n/a
n/a
n/a

n/a
n/a
n/a
n/a
n/a
ft/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
34
18
48
7,92
27.4
0
39.1
718
311
6M{B)

61.6

n/a
n/#
n/a
a/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
93
15
100
4.42
58
224
46,7
168
65,9
133

n/a
n/u

n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
130
20
110
40.4
113
19?
95.6

m

122
16?

150

m

24.2
<10
198
<10

<*o

<10
<10

2

8

s

3

3

9
7

4
2

5
9
5
,8

.82
1.22
4.

2,

1,83
1.27(B)

2.36

IS

n/a

n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
rVo
n/a
n/a
ivfe
n/a
n/a
n/a
n/n
n/s
nfe
n/a
Ei/a

<02
<0.2
<0.2

n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
<0.2

<0.2

<0.2

n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
a/a
a/a
a/a
n/a
a/a
b/b
a/a
a/a
a/a
a/a
<0.2.

<0.2

<0.2

n/a
ri/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
0.45
<0.1
0.43
n/a
n/a
n/a
n/a
n/a
n/a
n/a

n/a

n/a
n/a
n/a
fi'a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/s
n/a
n/a
<0.02
<0.02
<0.02
n/a
n/a
n/a
n/a
n/a
n/a
n/a

n/a

n/a
n/a
jVa
n/a
n/a
n/a
n/a
n/a
n/a
iVa
n/a
n/a
n/a
n/a
n/s
n/a
<0.01
<0.01
<0.02
n/a
n/a
n/a
n/a
n/a
n/a
n/a

n/a

n/a

Page 27 of 34

-------
Table 4 Summaiy of MNA Constituents* Old Midland Products Supcrfund Site,















































1
£

.¦«
' a

6
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. p.

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15 p

-,sl

:••£ •- •

'' ¦ I •

¦- '2

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'' '<
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.* \

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¦/VS,.-

u

¦¦tt

. . «

' •: .«¦ '• •

¦ 1 :

JS

• B ,\

ID

Dale

(SO)

(mVs)

(ihe/L)

(mg/L)

(mg/lj

(mg/tr)

(mgflU)

(filgflL)..

Ww.

{min.).

{mgflU)

(fflg/L)

(M»

(cj"-)





-'-(ngA)



RW-4









































7/19/1999

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

78.4

n/a

n/a

n/a

n/a

n/a

n/a



mmm

it/a

n/a

n/a

n/a

n/a

R/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



msnm

n/a

-------
Tabic 4 Summary of MNA Constituents, OM Midland Products SupcrfitruJ Site.















































.a

. !

. - H •' '



'-•-55 .



' . a '• •
: |

£









8

<3

•-BJ

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"5

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8 z* '



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¦ . :q

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a

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g

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&

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'J

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1

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¦- m ¦

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ID

Dale

(SI!)

(niVs)

¦<«W



(mg/LJ

('»!/!.)



(ntsfl.)

W4

(JW

WW



(mg/LJ

(mg/LJ

(rug/L)

RW-5









































7/21/1999

n/a

n/a

n/a

n/a

n/a



n/a

n/a

n/a

n/a

n/a

14,3

n/a

n/a

n/a

n/a

n/a

n/a



mnmm

n/a

n/a

n/a

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

14.5

n/a

n/a

n/a

n/a



n/a



msnm

Ft/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

14,2

rv'a

n/a

n/a

n/a

n/a

n/a



4/23/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

nta

n/a

n/a

<10

nta

n/a

n/a

a!&

n/a

n/a



7*7/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

rt/a

n/a

n/a

<10

n/a

n/a

n/a

n/s

n/a

n/a



7/30/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/s

n/a

n/a



a/2 8/2002

n/a

n/ii

n/a

n/a

a/a

n/a

n/a

n/a

n/a

n/a

n/a

4

n/a

n/a

rv'a

n/a

n/a

n/a



3/5/3003

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

nfti

iVa

n/a

2,1

n/a

n/n

n/a

n/a

n/a

n/a



8/27/2003

n/a

n/a

n/a

n/a

itfa

n/a

n/n

n/a

n/a

n/a

n/a

2.3

n/a

n/a

n/a

n/a

n/a

n/a



2/25/2004

n/a

n/a

n/a

n/a

nid

n/a

ttfa

n/a

n/a

n/a

n/a

1.3

n/a

n/a

n/a

n/a

n/a

n/a



1/24/2004

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

LI

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2005

n/a

n/a

n/a

n/a

n/n

n/a

n/a

n/a

n/a



n/a

L2

n/a

n/a

n/s

n/a

n/a

»/a



8/22/2005

n/a

n/a

n/a

rtfa

iVa

n/a

n/a

n/a

n/a

n/a

n/a

5,5

n/a

n/a

n/a

n/a

n/a

n/a



2/21/2006

n/a

n/a

n/a

n/&

n/a

n/a

n/a

n/a

n/a

n/a

n/a

1.4

n/a

n/a

n/a

n/a

n/a

n/a



8/21/2006

ft/a

vJa

n/a

n/s.

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<1

n/a

o/a

n/a

n/a

n/a

n/a



10/3/2006

6.5

-51.7

7,2

0.33

n/a

n/a

24

n/a

25

45

72

10

n/a

n/a

n/a

0.35

<0.02

<0,01



12/20/2006

7.4

89.8

4,2

0.34

n/a

n/a

0.23

n/a

170

97

HO

13

n/a

n/a

n/a

<0.1

<0.02

<0,01



3/20/2007

7,0

30.2

0.3

<0.05

n/a

n/a

0.66

n/a

26

25

92

7.6

n/a

n/a

n/a

0.028

<0.02

<0.02



10/11/20(0

6,6

-89.0

0,0

<0.01

n/a

n/a

15,5

n/a

22.6

116

85.5

5.42

n/a

n/a

n/a

n/a

af&

iw'a



10/17/201 r

6,6

-76.0

0,0

<0.03

n/a

n/a

n/a

n/a

27.7

m

130

2.39

n/a

nta

n/a

n/a

n/a

n/a



10/3/2013

6.4

-56.0

0.5

<0.C'3

n/a

n/a

n/a

n/s

5

119

Hi

2.39(B)

<0.2

<0.2

<0.2

n/a

n/a

n/a



4/21/2014

1

1
%

}
1

1

was not sampled.

























10/7/2014

6.7

-79,0

0,3

<0.03

1,46

2.S

14.8

12.3

4J7

MS

m

l.fi

<0.2

<0.2

<0,2

n/a

n/a

n/a



4/13/2015

Flooded below grade surface completion, therefore well was not sampled.

























11/13/2015

Flooded befow grade surface completion, therefore well wu not samp

ed.

























4/6/2016

Flooded below grade surface completion, therefore well

was not lamp

ci























Page 29 of 34

-------
Table 4 Summary ofMNA Constituents, Old Midland Products Super ft] nd SMc.

Welt

Sampling
Dale

5

• -:®"

1
£

• £
s

2
• 'a
* :
oc

;i§

ss

s

a

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1

ss

s
£ .

1

• s

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1

. B

. -i ¦

; \b '
I

i£

'•'*8

If

s» *3

O U.

• • •«
. i
'Hi
£ •

-1

. ¦¦¦&

¦J

1

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1.

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•	-*S

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• M
-u

¦ . ¦

¦'•1

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• '

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•. ;&5.

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(SU)



¦.wy

(illg/L)

(#<(«,)

(mgtt.)

(rag/L)

(mg/t)

(mgft.)

<*ng/L)

{mgflU)

(isg/i)



<««

ftlg/L)

(mg/L)

(rag/L),

ImgO):

RW-6









































7/21/1999

n/a

R/a

n/a

n/a

n/a

n/a

n/a

n/a

r/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



10/29/1999

n/a

n/s

n/a

n/a

n/a

n/a

n/a

n/a

rVa

n/a

n/a

<10

n/a

ate

n/a

n/a

tVa

n/a



1/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

rt/a

n/a

n/a



4/25/2000

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

Ws

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



7/27/2000

o/a

n/e

n/a

n/a

n/a

n/a

n/a

n/a

nla

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



1/31/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

n/a

n/a

n/a



7/30/2001

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

<10

n/a

n/a

n/a

tifc

n/a

n/«



S/28/2002

n/a

n/a

n/a

n/a

n/a

n/a

n/a

n/a

a?a

n/a

n/a

-------
Table 4 Summary of MNA Constituents, Old Midland Products Supcrfund Site.







• u

¦, 1 ¦

z



I
£









I

c ,

a.

s

. a

<£ .



e ¦ ¦















•	-:.S ';v.

•	"B ••••

|

• '-'-a
Si

••"•i



S

a

8 I-



I





¥

<3

1
i

g
H
e

i
t







Well

Sampling
Dale

'• .is

a

\s

:|S

jo

I

:•! ¦

i

• jc •

8

e '

J

.A ¦

* £
O 5*

If
E I

:J '

a
£

i
£

w

1
e

I
<

¦. T3 ¦

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I

1

E

'¦ ¦£ ¦
§

B

'

I

Q

1
I

I

e -

M

¦ a

ID

(SU)

(mVj)

(mg/y..

¦W

(my/L)

(mtf/L)

(i»g/L)

lmg/L)

(niH/L)

-------
Table 4 Summary of MNA Constituents, Old Midland Products Supcrfurkl Site.

5*

s

Well Sampling
TP	Date

¦S 5

.2:1.

(Sll) (rnVa)	Ng/L) (rog/t) 

<0.2

<0.2

<0.2

n/a

n/a

nfa

4/23/2014

7,0

-102

0.4

<0.03

1.59

2.S

6,37

3.87

12.6

143

262

1.3

<0,2

<0,2

<0,2

n/a

n/a

n/a

10/8/2014

6.6

-73.0

0,3

0.044

0.464

2.0

4,27

2.27

0.75

37,9

57

8.28

<0.2

<0.2

<0,2

n/a

n/a

n/a

4/13/2015

Flooded below grade surface completion, therefore well was nol sampled.























11/13/2015

6,5

216

0.4

<0.3

1.60

4.5

12.1

7.6

0.53

122

141

7.81

<0.2

<0,2

<0.2

n/a

n/a

n/a

Page 32 of 34

-------
Tabic 4 Summary ofMNA Constiiucnis, Old Midland Products Supcrfund Site,

Well

Sampling
: Bate



'S

. -J ;•

£

¦ B

sS

•¦¦Z ¦

¦ Is
' si

-•'O
'¦ia

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¦¦¦

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• : a

"V'f

•¦! ¦¦

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¦M,

•J

a

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I

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'•'3?

:

a

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*

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1

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¦.J

a

¦ ¦ 'S

i

0

1

•a

¦ ¦ :ts

. . gj . .

¦ ¦¦a.

0

s

I

•• a.
. 8

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i

• "5

: a

I

¦ ¦¦¦ 0 .

1
I

1

2

if

a

M
w

1 '

'J5

w

ID

-------
Tabic 4 Summary ofMNA Constituent, Old MWIand Products S»p«rftind Site.

1





I







'• 3 "• '









f





















1
£
B

S

..O

•55



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<3

- s

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VSH
- e.

¦t

1

if

oS

f

;. o

;1
1

c

2

i

,1
/«?

|

'

;« •

¦I I
« &
•¦d a

' 1

j.

¦v!

- c

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JU

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X
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6

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*£

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•,'fi
&

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•ft.

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¦ 3

1-

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B
' «

•vs

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= :-l,

a
v

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ID

Me

(SO)

(mVs)

(mgfL)

{mgft,)

(mg/L)

(mg/L)

(rogft.)

(mg/li)

(mg/L)

(mg/L)

(nlgflL.)

(mg/L)

9.4

2.72

n/a

n/a

n/a

n/a

n/a

n/a



5/4/2010

5.6

42.0

0,0

<0,0 \

n/a

n/a

3.86

n/a

]24

13.2

39

0,697

n/a

n/a

n/a

n/a

n/a

n/a



4/13/20H

5,3

122

1,8

0.579

n/a

n/a

0,225

it/a

1,22

W.3

9.7

<0,2

rVa

n/a

n/a

n/a

n/a

n/a



<1/12/2012

6,1

99.0

0,0

<0.03

n/a

n/a

n/a

n/a

1.4

13.4

23.1

<0.2

rv'a

n/a

n/a

n/a

n/a

n/a



10/ E 8/2013

6,0

121

0.0

0.14

n/a

n/a

n/a

n/a

2.46

16.2

19.3

1.02

n/a

n/a

n/a

n/a

n/a

n/a



5/2/2013

5,8

(94

0.0

0.32

n/a

n/a

n/a

n/a

1,11

17.4

14.4

0.34

n/a

n/a

n/a

n/a

tt/a

n/a



10/3/2013

19

13.0

0,2

<0.03

n/a

n/a

n/a

n/a

0,82

18.1

36.1

0.94(B)

<0,2

<0.2

<0,2

n/a

n/a

n/a



4/21/2014

5.4

240

0.3

0,582

0,125

<0.5

0,0732

0.0732

1,03

17.1

IS

0.321

<0,2

<0.2

<0.2

n/a

n/a

n/a



10/6/2014

5.5

-93

0.4

<0.03

0.16

i.5

4,08

2.58

0.9

15.4

212

0.87

<0.2

<0.2

<0,2

n/a

n/a

n/a



4/I5/2015

5.9

43

0.9

<0.03

0.97B

2.0

5.00

3,00

1,07

15,2

30.2

1.19

<0,2

<0.2

<0,2

n/a

n/a

n/a



1 i/10/2015

7.2

•193

0.3

0.176

0.606

2.5

1.07



2.69

15.4

18.4

1.05

<0,2

<0,2

<0.2

n/a.

rv'a

n/a



4/5/2016

6.8

III

2,89

0.09

0,0424

<0.5

0.12

0.82

1,45

10.2

71.9

<1

<0,2

<0.2

<0.2

n/a

n/a

ft/a

P-5S

4/16/2015

6.0

139

2.7

<0.03

0.015

<0.5

<0,020

<0.02

1.19

5.01

49

0.245

<0,2

<0.2

<0,2

n/a

n/a

n/a

Page 34 of 34

-------
MnWHtt**1 v <1 W,> tftifttoim f«r hm; fey rngufottftiti'i	tUA*v» 11 MA

Sen's Slope Estimator

MW-3D (bg)

11000

8720

6440

4160

1880

-400

n = 3'1

Slope = -18(1.1
units |kii ytwii,

Mann-Kendall
F.li»liS1te = -370
critical = -158

OiWMMSlnQ tin mi
»l WX,
confidence level
(a = 0.01 par
tall).

7/15/99 11/17/02 3/23/06 7/27/09 11/30/12 4/5/16

Constituent: Total PAH Analysis Run 6/24/2016 8:59 AM
Old Midland Client: GOVT. USE ONLY Data: sanitas mw-30 total PAH data

-------
Unrein*" v*! *.OX>	fr.s mu Ivy my
-------
v*J Hnliwmct fm nmi ivy fr^Hs^-in in itfiuya* uvaintyl ii dnUn* II PA

Sen's Slope Estimator
MW-3S (bg)

t=j
da
3

10000

7900

5800

3700

1600

-500

*#••••

* • • « * •

n = 34

Slop® = -BH.LM
Hulls pot ynnr.

Mann-Kendall
Malisilf. -- -ass
crltlca! * -1B8

OnstoftRlnft tinori
nlilrilriKJitn »l (MM-t
coniiaencs level
(n = 0,01 P01
lall}.

7/15/99 11/17/02 3/23/06 7/27/09 11/30/12 4/5/16

Constituent: Total PAH Analysis Run 6/24/2016 1:05 PM
Old Midland Client: GOVT. USE ONLY Data: sanltas mw-3S total PAH data

-------
U.irihis " v!linii>M'.vai%»iJ)l dirtmr. IiPf*.

Sen's Slope Estimator
RW-1 (bg)

t

3000

2400

1800

1200

600

0

n= 19

Stops = I1.DU
tlllll |:n* yua|,

Mann-Kendall
slallRita = 21
critical = 88

I initrt IW1 stj.
IilfcuiH .-Jl 98%

confidence level
(0 = 0,01 pat '
¦all}.

9/27/06

8/22/08

7/19/10

6/14/12

5/11/14

4/6/16

Constituent: Total PAH Analysis Run 6/24/2016 3:24 PM
Old Midland Client: GOVT. USE ONLY Data: sanitas RW-1 total PAH date

-------
Appendix H - Interview Forms

-------
[Page intentionally left blank.]

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

Site Name: Old Midland Products Superfund Site

EPA ID No.; ARD980745665

Location; Ola, Yell County, Arkansas

Date: 11/09/15

Contact Made By:

Name: Tyler Wright

Title: Project Coordinator

Organization: ADEQ

Telephone No.: 501*683-0068
E-Mail: wrightt@adcq.state.ar.us

Street Address: 5301 Northshore Drive
City, State, Zip: North Little Rock, AR 72118

Individual Contacted:

Name: Jerry Spears

Title: Property Owner

Organization: S&B Rural
Propane

Telephone No.; 479-495-7979
E-Mail: sbpropaue@arkwest.eoni

Street Address: 16639 West State Highway 28
City, State, Zip; Brlggsville, AR 72853

Survey Questions

The purpose of the five-year review is to evaluate the implementation and performance of the
remedy, and to confirm that human health and the environment continue to be protected by the
remedial actions that have been performed at the site. This Interview is being conducted as a
part of the fourth five-year reviewfor the Old Midland Products Superfund Site. The period
covered by this five-year review is from the completion ofthe third five-year review in July 2011
to the current completion of this review.

1. What is your overall impression of the remedial action work conducted at the site since the
period of the third five-year review (i.e. since July 2011)?

lie thinks it is a waste of money for just monitoring the groundwater.

2, From your perspective, what effect has continued remedial operations at the site had on the
surrounding community? Are you aware of any ongoing community concerns regarding
the site or its operation and maintenance?

He is not aware of any concerns.

Page 1 of 4

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

Site Name: Old Midland Products Superftind Site

EPA ID No.t ARD980745665

Location: Ola, Yell County, Arkansas

Date;

Survey Questions (Continued)

3. Have there been routine communications or activities (site visits, inspections, reporting
activities, etc.) conducted by your office regarding the site? If so, please describe the
purpose and results.

N/A

4. Are you aware of any events, incidents, or activities that have occurred at the site, such as
dumping, vandalism, or anything that required emergency response from local authorities?
If so please provide details.

No

5. Have there been any complaints, violations, or other incidents related to the site that
required a response by your office? If so, please summarize the events and result.

No

6. Are you aware of any problems or difficulties encountered since the third five-year review
which have impacted progress or resulted in a change in operations and maintenance
procedures? Please describe any changes and impacts.

No

Page 2 of 4

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

Site Name: Old Midland Products Superfund Site

EPA ID No,: ARD980745665

Location: Ola, Yell County, Arkansas

Date:

Survey Questions (Continued)

7. Do you know of opportunities to optimize the operation, maintenance, or sampling efforts
at the site, and have such changes been adopted?

N/A

8. Have there been any changes in state environmental standards since the previous five-year
review period which may call into question the current proteetiveness or effectiveness of
the remedial action?

N/A

9. Do you feel well-informed about the site's activities and progress?
Yes.

10. Do you have any comments, suggestions, or recommendations regarding the site?
No

Page 3 of 4

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

Site Name: Old Midland Products Supcrfund Site

EPA ID No,J ARD980745665

Location: Ola, Yell County, Arkansas

Date:

Please add any other comments in the space below.

Page 4 of 4

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

Site Name: Old Midland Products Supcrfund Site

EPA ID No,; ARD98

0745665

Location: Ola, Yell County, Arkansas

Date: 11/09/15

Contact Made By:

Name; Tyler Wright

Titles Project Coordinator

Organization: ADEQ

Telephone No.; 501-683-0068
E-Mail; wrightt@adeq.state.ar,iis

Street Address; 5301 Northshore Drive
City, State, Zip: North Little Rock, AR 72118

Individual Contacted;

Name: Doug Smith

Title; Mayor

Organization: City of Ola

Telephone No.: 479-489-5131
E-Mail: bo.diver@yahoo.com

Street Address;
City, State, Zip:

Survey Questions

The purpose of the five-year review Is to evaluate the implementation andperformance of the
remedy, and to confirm that human health and the environment continue to be protected by the
remedial actions that have been performed at the site, This interview is being conducted as a
part of the fourth five-year review for the Old Midland Products Superfund Site, The period
covered by this five-year review is from the completion of the third five-year review in July 2011
to the current completion of this review.

t. What is your overall impression of the remedial action work conducted at the site since the
period of the third five-year review (i.e. since July 2011)?

ADEQ is making an effort to clean up the site.

2. From your perspective, what effect has continued remedial operations at the site had on the
surrounding community? Are you aware of any ongoing community concerns regarding
the site or its operation and maintenance?

Before remediation the community was concerned, but he has not heard of any concern anymore.

Page 1 of 4

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

Site Name: Old Midland Products Superftind Site 1 EPA ID No,: ARD980745665

Location; Ola, Yell County, Arkansas j Date:



Survey Questions (Continued)

3.

Have there been routine communications or activities (site visits, inspections, reporting

activities, etc,) conducted by your office regarding the site? If so, please describe the
purpose and results.

N/A



4.

Are you aware of any events, incidents, or activities that have occurred at the site, such as
dumping, vandalism, or anything that required emergency response from local authorities?
If so please provide details.

N/A



5.

Have there been any complaints, violations, or other incidents related to the site that
required a response by your office? If so, please summarize the events and result.

N/A
6.

Are you aware of any problems or difficulties encountered since the third five-year review
which have impacted progress or resulted in a change in operations and maintenance
procedures? Please describe any changes and impacts,

N/A



Page 2 of4

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

Site Name: Old Midland Products Superfund Site

EPA ID No.: ARD980745665

Location: Ola, Yell County, Arkansas

Date;

Survey Questions (Continued}

7, Do you know of opportunities to optimize the operation, maintenance, or sampling efforts
at the site, and have such changes been adopted?

N/A

8. Have there been any changes in state environmental standards since the previous five-year
review period which may call into question the current proxectiveness or effectiveness of
the remedial action?

N/A

9. Do you feel well-informed about the site's activities and progress?
He has not since becoming the mayor in January but lie does now.

10. Do you have any comments, suggestions, or recommendations regarding the site?
1-Ie would like to be kept informed about the progress of the site.

Page 3 of4

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

Site Name: Old Midland Products Superfund Site

EPA ID No,; ARD98G745665

Location; Ola, Yell County, Arkansas

Date;

Please add any other comments in the space below.

Page 4 of 4

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

Site Name; Old Midland Products Superfund Site j EPA ID No.: ARD980745665

Location: Ola, Yell County, Arkansas

I Date: 11/09/15

Contact Made By;

Name: Tyler Wright

Title: Project Coordinator

Organization: ADEQ

Telephone No.: 501-683-0068
E-Mail: wrightt@adeq.state.ar.us

Street Address; 5301 Northskore Drive
City, State, Zip: North Little Rock, AR 72118

Individual Contacted:

Name:

Title: Neighbor

Organization:

Telephone No.:
E-Mail:

Street Address: 22401 i Hwy 10
City, State, Zip: Ola, AR, 72853

Survey Questions

The purpose of the five-year review is to evaluate the implementation and performance of the
remedy, and to confirm that human health and the environment continue to be protected by the
remedial actions that have been performed at the site. This interview is being conducted as a
part of the fourth jive-year review for the Old Midland Products Superfund Site. The period
covered by this Jive-year review is from the completion of the thirdfive-year review in July 20 U
to the current completion of (his review.

I. What Is your overall impression of the remedial action work conducted at the site since the
period of the third five-year review (i.e. since July 2011)?

There is still no contamination on his property.

2. From your perspective, what effect has continued remedial operations at the site had on the
surrounding community? Are you aware of any ongoing community concerns regarding
the site or its operation and maintenance?

Because he is the closest resident to the property and he doesn't have a problem then
nobody else should either.

Page 1 of 4

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

Site Name; Old Midland Products Superfund Site

EPA ID No.: ARD980745665

Location: Ola, Yell County, Arkansas

Date;

Survey Questions (Continued)

3. Have there been routine communications or activities (site visits, inspections, reporting
activities, etc.) conducted by your office regarding the site? If so, please describe the
purpose and results.

Yes, we give him visits, phone calls and inspections regularly. We are concerned the most with
the property.

4. Are you aware of any events, incidents, or activities that have occurred at the site, such as
dumping, vandalism, or anything that required emergency response from local authorities?
If so please provide details.

No

5. Have there been any complaints, violations, or other incidents related to the site that
required a response by your office? If so, please summarize the events and result.

No

6. Are you aware of any problems or difficulties encountered since the third five-year review
which have impacted progress or resulted in a change in operations and maintenance
procedures? Please describe any changes and impacts.

No

Page 2 of4

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

Site Name: Old Midland Products Superfund Site

EPA ID No.t ARD980745665

Location; Ola. Yell County. Arkansas

Date;

Survey Questions (Continued)

7. Do you know of opportunities to optimize the operation, maintenance, or sampling efforts
at the site, and have such changes been adopted?

He recommends sampling only once a year to save money unless contamination spreads.

8. Have there been any changes in state environmental standards since the previous five-year
review period which may call into question the current protectiveness or effectiveness of
the remedial action?

N/A

9. Do you feel well-informed about the site's activities and progress?
Yes, by emails, phone calls and visits,

10. Do you have any comments, suggestions, or recommendations regarding the site?
The same as number 7 but otherwise doing a good job.

Page 3 of 4

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

Site Name: Old Midland Products Superfund Site

EPA ID No.: ARD980745665

Location: Ola, Yell County, Arkansas

Date j

Please add any other comments in the space below.

Page 4 of 4

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

Site Name: Old Midland Products SuperJttmd Site

EPA ID No.; ARD980745665

Location; Ola, Yell County, Arkansas

Date; 10/06/15

Contact Made By:

Name; Tyler Wright

Title: Project Coordinator

Organization; ADEQ

Telephone No.; 501-683-0068
E-Mail: wrightt@adeq.state.ar.us

Street Address; 5301 Northshorc Drive
City, State, Zip; North Little Rock, AR 72118

Individual Contacted;

Name: Jim Loyd

Title; Superintendent

Organization; Two Rivers
School

Telephone No.: 479-272-3113
E-Mail: loydj@prgators.org

Street Address; 17727 AR-28
City, State, Zip: Danville, AR 72833

Survey Questions

The purpose of the five-vear review Is to evaluate the implementation and performance of the
remedy, and to confirm that human health and the environment continue to be protected by the
remedial actions that have been performed at the site. This interview is being conducted as a
part of the fourth five-year review for the Old Midland Products Supeifund Site. The period
covered by this five-year review is from the completion of the thirdfive-year review in July 20 J1
to the current completion of this review.

What is your overall impression of the remedial action work conducted at the site since the

period of the third five-year review (i.e. since July 2011)

The remedial work has been done effectively without any notice by the Two River School
District

2. From your perspective, what effect has continued remedial operations at the site had on the
surrounding community? Are you await; of any ongoing community concerns regarding
the site or its operation and maintenance?

The remedial operations had no effect on the surrounding community and no one voiced
concerns about the site.

Page 3 of 4

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

Site Name: Old Midland Products Superfund Site

EPA ID No,; ARD980745665

Location: Ola, Yell County, Arkansas

Bate: 10/06/15

Survey Questions (Continued)

3, Have there been routine communications or activities (site visits, inspections, reporting
activities, etc.) conducted by your office regarding the site? If so, please describe the
purpose and results,

None

4. Are you aware of any events, incidents, or activities that have occurred at the site, such as
dumping, vandalism, or anything that required emergency response from local authorities?
If so please provide details.

Not aware of any events, incidents or activities on the site while we owned it.

5. Have there been any complaints, violations, or other incidents related to the site that
required a response by your office? If so. please summarize the events and result.

No complaints to our office.

6. Are you aware of any problems or difficulties encountered since the third live-year review
which have impacted progress or resulted in a change in operations and maintenance
procedures? Please describe any changes and impacts.

Not aware of any problems.

Page 2 of 4

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

Site Name; Old Midland Products Superftmd Site

EPA ID No.: ARD980745665

Locations Ola, Yell County, Arkansas

Datei 10/06/15

Survey Questions (Continued)

Do you know of opportunities to optimize the operation, maintenance, or sampling efforts
at the site, and have such changes been adopted?

No

8. Have there been any changes in state environmental standards since the previous five-year
review period which may call into question the current protectiveness or effectiveness of
the remedial action?

Not that 1 am aware of.

9. Do you feel well-informed about the site's activities and progress?
Yes

10. Do you have any comments, suggestions, or recommendations regarding the site?
N/A

Page 3 of4

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

Site Name; Old Midland Products Superftind Site

EPA ID No.j ARD98Q745665

Location: Ola, Yell Comity, Arkansas

Date: 10/06/15

Please add any other comments In the space below.

Page 4 of 4

-------
Site Name: Old Midland Products Superfund Site

EPA ID No,; ARD980745665

Location; Ola, Yell County, Arkansas

Date: 11/13/2015

SUPERFUND FIVE-YEAR REVIEW SITE SURVEY

Name: Tyler Wright

Title; Project Coordinator

Organization: ADEQ

Telephone No,: 501-683-0068
E-Mail: wriglitt@adeq.state.ar.us

Street Address: 5301 Northsliore Drive
City, State, Zip; North Little Rock, AR 72118

Individual Contacted:

Name: Camille Hueni and
Ruben Moya

Title; Regional Project
Managers

Organization: EPA

Telephone No.: 214-665-2755
E-Mail: moya.ruben@epa.gov

Street Address: 1445 Ross Avenue, Suite 1200
City, State, Zip: Dallas, TX 75202

Survey Questions

The purpose ofthe five-year review is to evaluate the implementation and performance of the
remedy, and to confirm that human health and the environment continue to be protected by the
remedial actions that have been performed at the site. This interview is being conducted as a
part of the fourth five-year review for the Old Midland Products Sitperfund Site. The period
covered by this five-year review is from the completion of the thirdfive-year review in July 2011
to the current completion of this review.

I. What is your overall impression of the remedial action work conducted at the site since the
period of the third five-year review (i.e. since July 2011)?

My work impression has been good.., I noticed on the recent site inspection that the site
was well maintained.

From your perspective, what effect has continued remedial operations at the site had on the
surrounding community? Are you aware of any ongoing community concerns regarding
the site or its operation and maintenance?

I believe that the continued effect that the site has had on the surrounding community is

that it has cast both ADEQ and USBPA in a very positive light and that by allowing a
member of the community to reuse a portion of the site (that which is uncontaminated) to
start a business has been beneficial as well,

Page l of4

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

Site Name: Old Midland Products Superfund Site	j EPA IP No.: ARD980745665

Location; Ola, Yell County, Arkansas 	~~	"	{Pater''" 			

Survey Questions (Continued)

3, Have there been routine communications or activities (site visits, inspections, reporting
activities, etc.) conducted by your office regarding the site? If so, please describe the
purpose and results.

No, though there have been routine communications in the form of phone conversations

and official correspondence denoting the sites status; site visits have been carried out by
ADBQ and US EPA when requested to attend.

4. Are you aware of any events, incidents, or activities that have occurred at the site, such as
dumping, vandalism, or anything that required emergency response from local authorities?
If so please provide details.

No, I am not aware of any such incidents.

5. Have there been any complaints, violations, or other incidents related to the site that
required a response by your office? If so, please summarize the events and result.

No, there have been no complaints that I am aware of; site has been well maintained.

6, Are you aware of any problems or difficulties encountered since the third five-year review
which have impacted progress or resulted in a change in operations and maintenance
procedures? Please describe any changes and impacts.

No, I am not aware.

Page 2 of 4

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

Site Name: Old Midland Products Superfiiod Site

EPA ID No,; ARD980745665

Location: Ola, Yell County, Arkansas

Bate;

Survey Questions (Continued)

7. Do you know of opportunities to optimize the operation, maintenance, or sampling efforts
at the site, and have such changes been adopted?

No.

8. Have there been any changes in state environmental standards since the previous five-year
review period which may call into question the current protectiveness or effectiveness of
the remedial action?

No

9. Do you feel well-informed about the site's activities and progress?

Yes, I feel very well informed, I am kept fully briefed by ADEQ when they visit the site;
ADBQ communicates via phone, email and official correspondence; very thorough.

10, Do you have any comments, suggestions, or recommendations regarding the site?
None at this time.

Page 3 of4

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

Site Name; Old Midland Products Soperfimd Site	I EPA IP No,; ARD980745665

Location: Ola, Yell County, Arkansas	[ Pate;

Please add any other comments in the space below.

Page 4 of4

-------
Appendix I - Declaration of Restrictive Covenant

-------
[Page intentionally left blank.]

-------
ARKANSAS
Department of Environmental Quality

August 31,2009

Ms. Sherry Holliman
Superintendent
Two Rivers Schools
P.O. Box 187
FlainvEew, AR 72B57

RE; Declaration of Restrictive Covenants on the Old Midland Products Site, Ola, Arkansas

Dear Ms. Hollintan:

It has recently been brought to our attention that the school district is moving forward wilh redevelopment
of the Old Midland Products Site in Ola, Arkansas. ADEQ applauds your efforts in this regard and would
like to partner with you to accomplish your goals. The Consent Administrative Order, LIS 01*019 and
the signed and filed Declaration of Restrictive Covenants that apply to the Old Midland Products Site
should be referenced in relation to any site reuse.

The Consent Administrative Order specifically sets forth conditions under which the Site may be used for
recreational, commercial, industrial, or manufacturing purposes, These conditions am: L The Site
owner must grant ADEQ or its agents full access to the site to conduct sampling of groundwater
monitoring wells or to operate the wastewater treatment plant and recovery well system, or to install
additional groundwater monitoring and/or extraction wells as necessary to complete the groundwater
remedial action activities. 2. The Site owner shall prohibit all uses of groundwater at the Site until
groundwater remediation is completed. 3. Unless prior written approval is received from ADEQ, the Site
owner shall prohibit alterations to any wells or the treatment system located on the Site.

ADEQ is willing to work with the school district to accomplish both of our goals. Any plans for
redevelopment should be submitted to the Department for review. We would be willing to meet with you
to discuss your future redevelopment plans and our progress on the remediation.

Should you wish to set up a meeting or if you have questions concerning this correspondence, please call
me at 501-682-0960 or e-mail me at benefielri@adeq.state.ar.us.

•Jirtriftifftlv

J. Ryan Benefield, P.E.

Deputy Director, ADBQ

cc: The Honorable Mayor JefFBlackw/encl.

end

ARKANSAS DEPARTMENT OP ENVIRONMENTAL QUALITY
5301 NORTHSHORE DRIVE / NORTH lITTLE ROCK / ARKANSAS 72118-53]? /TELEPHONE 501 682-0744 / FAX 50MJ82-0880

www.a
-------
adfo

ARKANSAS
Department of Environmental Quality

Certified Letter Receipt Number 7002 0860 0007 6835 2688
August 27,2007

Ms. Sherry Holliman
Superintendent of Two Rivers Schools
P.O. Box IS?

Plainview, AR 72853

i

RE: Declaration of Restrictive Covenants on Old Midland Products Site
Dear Ms. Holliman:

Enclosed is an official copy of the recorded Declaration of Restrictive Covenants for the Old
Midlands Products property.

If yom have any questions, please contact me at (501) 682-0871, or by e-mail at
lester@adeq.state.aj.us.

Quy Lester, Engineer II
Technical Branch

ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUAl/IY
5301 NOHTHSHORE DRIVE / NORTH UTrtJ ROCK / ARKANSAS 75110.531? / TELEPHONE 501-<^e2-0?44 / FAX501-682-0880

www.odnq.slcile.Dr.us

-------
DECLARATION OF RESTRICTIVE COVENANTS

THIS DECLARATION OF RESTRICTIONS ("Declaration") is made and
entered into this Jt£ day of .1"^, 200?, by Sherry Holliman ("Declarant"), the
Superintendent of the Two Rivers School District.

RECITALS

A.	The Two Rivers School District presently owns fee simple title to certain real
estate and improvements known as the Old Midland Products Site ("Site"), located near
the City of Ola, in Yell County, Arkansas, such real properly being legally described on
Exhibit A attached hereto and incorporated herein by this reference.

B.	The Site operated as a creosote and pentachlorophenol wood preserving plant
from 1969 through 1979,

C.	The Site is a "hazardous site" as defined by Ark. Code Ann. § 8-7-702(1).

D.	The U.S. Environmental Protection Agency ("EPA") placed the Site on the
National Priorities List in June of 1986,

E.	The U-S, EPA issued a Record of Decision (ROD) identifying the remedy to be
implemented at the Site in March of 1988. The ROD required the contaminated soils,
sediments and! lagoon sludges to be incinerated and backfilled onsite. It also required the
contaminated groundwater to be extracted and treated prior to being discharged as surface
water.

F.	By Order of the Director of the Arkansas Department of Environmental Quality
f'ADEQ"), issued on January 10,2001, restrictions against construction for recreational,
commercial, industrial or manufacturing purposes were placed on the Site owner. This
Order further grants ADEQ or its agents full access to the Site to install additional
groundwater monitoring and/or extraction wells and restricts all uses of groundwater al
the Site until groundwater remediation is completed. These restrictions are described in
Exhibit B attached hereto and incorporated herein by reference.

G.	The Arkansas Department of Environmental Quality ("ADEQ") had a grant and
cooperative agreement with the U.S. EPA for the groundwater extraction and treatment
based upon an approach of containing, but not necessarily restoring the contaminated
groundwater.

H.	In order to limit possible exposure pathways and to protect human health and
safety, Declarant desires to impose upon and subject the Site to this Declaration, which
shall become effective upon the recording of this Declaration in the land records of Yell
County, Arkansas.	_

**¦-W «. mja*Jg£

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DECLARATION

NOW, THEREFORE, the Declarant hereby declares that the Site and my portion
thereof is tod shall be held, transferred, sold, conveyed, used and occupied subject to the
perpfttual restrictive covenant hereinafter set forth, which restrictive covenants shall run
with the Site and he binding upon all parties, having any right, title or interest in the Site
or any part thereof, their successors and assigns, and shall inure to the benefit of each
owner thereof, and which are for the purpose of protecting human health and safety.

1,	The above recitals are incorporated herein by reference as operative terms of this
Declaration as if set forth verbatim herein,

2,	Restricted Uses, No groundwater shall be extracted from beneath the Site
for any purpose other than those purposes associated with environmental sampling and
testing and remediation of the Site by ADEQ or its agents,

3,	General Restriction. No alterations to any wells or the treatment system located
on the Site shall be made without prior written approval issued by ADEQ to the Site
owner.

4,	Right of Access, ADEQ or is agents are panted access to the Site to conduct
sampling of groundwater monitoring wells, to" operate the water treatment plant and
recovery well system and to install additional groundwater monitoring and or/extraction
wells,

5,	Runs with the Land, The perpetual restrictive covenants in this Declaration are
appurtenant to the Site and ire (i) made for the direct benefit of the Site; (ii) shall run
with the land; (in) may he enforced as either equitable servitudes or real covenants; and
(iv) shall bind and inure to the benefit or every person or entity having any property
interest in the Site or any portion thereof.

6,	Severability. If any portion of this Declaration shall to any extent be invalid
or unenforceable, the remaining provisions of this Declaration shall not be affected
thereby, arid each provision of this Declaration sha]l be valid and enforceable to the
fullest extent permitted by law.

7,	Removal of Restriction. In the event that ADEQ or its successor provides
Declarant with a written determination that this deed restriction is no longer necessary to
protect human health and safety, and Declarant is the then owner of record of the
property, Declarant shall fill such documents with the Yell County, Arkansas Recorder of
Deeds as are necessary to remove the restrictions contained in the Declaration from the
Site,

8,	Governing Law. This Declaration shall be governed by and construed in
accordance with the laws of the State of Arkansas.

2

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t

IN WITNESS WHEREOF, the Declarant has executed this Declaration as of the
day and year first written above.

Two Rivers School District
By: f

Prinle4^e3F^prfu UaI\>
Title: 3u f>cirinJen/lo

STATE OF ARKANSAS )

) ss.

COUNTY OF YELL )

day

20VQj, before me appeared
lown, who being by me duly swam did say

lo me personally 1

that shdtfs the Superintendent of Two Rivers School District and that she is authorized to
act on behalf of the Two Rivers School District and to bind Two Rivers School District
and said	t\	acknowledged said instrument to be the free

act and deSoHWRivers School District

IN WITNESS WHEREOP, I have hereunto set nay hand and affixed my official
seal in the County and State aforesaid, the day and ye^ first above,written.

I1?

2=1-12—

Notary Pubttf
My Commi

on Expires,

3

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EXHIBIT A

TRACT ONE

The last ¥* of the NW V* of the SE V* containing 30 acres,
more ox iess, Section 2, Township 4 North, Range 21 West,
Dandanelle District of Yell County, Arkansas. Also a par-
cel of land carved out of the S W % of SE 14, Section 2,
Township 4 North, Range 21 West, more particularly
described as follows; Begin at the Northwest comer of
said forty are tract and run thence East on the North line
thereof a distance of 330 feet for a point of beginning,
thence South to the right-of -way of State Highway ft J 0,
thence Southeasterly along the North side of the right of
way of State Highway #10 to the East boundary line of said
forty to the Northeast comer of said SW % of SB lA, Section
2, Township 4 North, Range 21 West, thence West along the
North boundary line of sad forty to the place of
beginning, containing 5 acres, more or less and being all
that part of the East % of said forty which lies North of
State Highway# 10.

Also

A parcel of land carved out of the Southwest Quarter of the
Northeast Quarter of Section 2, Township 4 North, Range 21
West, Yell County, Arkansas, beinf more particularly
described as follows: Starting at the center of Section 2
of said Township 4 North, Range 21 West, run 330 feet
for a point of beginning, thence North 335 feet to the
South right-of-way of Old Highway U10 to a point
20 feet North of the Southeast comer of the Southwest
Quarter of the Northeast Quarter of Section 2, Township A
North, Range 21 West, Yell County, Arkansas, thence South
20 feet to said comer, thence 990 feet West to the point
of beginning, containing 3.16 acres, more or less.

TRACTTWO

Less and Except;

Part of the W Yt of the SE'/«, Section % Township 4
North, Range 21 West; mpre particularly described as
follows; Commencing at she Southeast Corner of the NW K
of the SB % of said Section 2; thence South 89,60 Feet;
thence West 481 .§0 feet to the tree point of beginning;
thence North 76 degrees 24 minutes 32 seconds West

1

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250,00 feet; thence North 4 degrees 26 minutes 28
seconds East 479.90 feet; thence South 76 degrees 24
minutes 32 seconds East 250,00 feet; thence South 4
degrees 26 minutes 28 seconds West 479.90 feet to the
point of beginning and containing 2.27 acres, more or
less, in Veil County, Aricansas,

2

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Plfj Miiiltiird PfOtuefa'MtfjCc**

_	_	j}\0

t^xiSigT. 5>.	^

" - • ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY	~

¦ 2/wjPt

IN TUB MATTER OF:

OLD MIDLAND PRODUCTS SITE
e/a Ola Public Schools
Office of Superintendent
P.O. Box 279

Ola, Arkansas 7285.1	IIS HO. 03- O t 9

OSMfi

NOTICE IS HEREBY GIVEN that the Director of the Arkansas Department of Environmental
Quality ("ADEQ") has determined, as provided in A.C.A. §8-7-705, that the prohibitions ogainsi
construction for recreational, commereM, industrial, or manufacturing purposes on or at the
hazardous site known as the Old Midland Products Site, located tit Ola, Arkansas. shall be
tenttfoatcd in accordance with the provisions of this Order. The Director's determination is
based Upon the following Findings of Fact

mmmcsmvAcr

1.	The Old Midland Products Site ("Site") is located in Ola. 'Arkafisas, The Site was a
creosote ami pentachlorophenol wood preserving facility that operated torn 1969 to
1979. The Site Is a "hazardous site" as defined by A.CA. §8-7-702(1).

2.	II,S. EPA placed the Site on the National Priorities List in Jwws 1986-

3.	U.S. EPA entered a Record of Decision (ROD) identifying tic remedy to be
Mttpleoietrted at the Site in March 1990. The ROD required the contaminated soils,
sediments, and lagoon sludges to be incinerated and backflted otisite. It also required
the contaminated groundwater to be exwacted and treated prior to being discharged as

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surface water,

4.	Implementation of the remedy was a State-Jed remediation project. The source control
work, including excavation and incineration nf contaminated soil, sediment, and sludges,
was completed in December 1993. No aridiiioiiaf source control clean up action is
anticipated at this time. Construction of the wasiewuier treatment liieiljiy was completed
in 1991. Installationof Kveniy (20) gro\ind\««t;rmonitoring weUsand eight (8) recovery
wells was completed in October 5 993, Remedial action activities associated with the
contaminated groundwater, including groundwater monitoring and extraction and
treatment activities, arc continuing at the Site and shall continue fox ai least another four
(4) years.

5.	The Site is currently »w>Bed by the Ola Public Schools. Warranty Deeds transferring the
Site io Ola Public Schools are attached jti Attachment A.

6.	No viable potentially responsible1 parties have been identified fortius Site by U,S. EPA
or ADEQ. Therefore, no actions by U.S. EPA or ADEQ to recover the costs of
remediation at this Site ate intended to be pursued at Ibw lime.

THEREFORE TAKE NOTICE THAT:

Tire Director has determined, aa provided jnA.C.A. §8-7-705, that the prohibitions
against construction for recreational, commercial, industrial, or mnnyfachiring pmposos
en or at the Old Midlands Products Site me terminated under the following conditions:

1.	The Site owoer grants ADEQ or Its agents fijf? access to the Site to conduct
sampling of groundwater monitoring wells.

2.	The Site owner provides ADEQ or its agents lull access to the Site to operate the

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WB3i«water trea Intent plant and recovery well system.

3.	The Site owner grams AD1?Q or its agents full access to the Rite to Install
additional groundwater monitoring and'or extraction wells which may be
necessary to complete groundwater remedial action activities.

4.	The Site owner shall prohibit ull uses of groundwater lit the Site unlit
groundwater remediation is completed.

5.	Unless prior written approval is received from ADEQ, the Site owner shall
prohibit alterations to any wells of the treatment system located on the Site,

The Director's decision to terminate the prohibition? on construction flt the Old Midland
Products Site as provided for in this Order may be appealed. Any appeal of this decision
should be In writing and made, within thirty (10) days of receiving notification of this
decision, The appeal should be filed with the Secretary, Arkansas Pollution Control and
Ecology Commission, 101 Bast Capitol Avenue, Suite 205, little Rock, Aiktnsas 72201.

Ml

SO ORDERED this / W • day of 14"^	, 200T

Richard A. Wcflss
Interim Directoc^

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(OWieN«V9»%- ., _..'-*<^9*3 B*OfTf|(
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BAnNEfT

This iiirtntsHrcft pfptttd bjr?

DeHdLEdJ^P.A.
Aiioreeyn U*
p,0. Do* 1144
Rw«1S»ttk>AlU!»lt
4W-XWSS1

RNOW Mi MEN DY Tlltse mattttt:

Thai Tw» Rivets School District, ««ess«r by mttgct with 0]i Schwi DiMriet f
10, Vy bpoiiilcnl uid sEcrctsjy, GRANTOR, fcr ttc cwddmltcnvf Ihe nun of TEN

DOLLARS and other good and valuable consideration !oa{tbs
right of way, to i point on lite But Bee of die NW Kef the SB fc; ifceaee S
DO" 10' ST" E, leaving iltt rajlraixi rtght ef»uy, uStmj :be Hut luwof tic
W » of Use SB K, A Hswetot Hill? feet lo ibeHoclh right eiwsyof
IBghwty K; thence N 78*22' 57" W, nlong the hj8U4yri£bl ofwiy, a
(Bsluweof 986.41 fiat, «&»« leM, w » poirtt Seralh of the point of
kejiMinj; ilicnes leaving the highway, fct 00* 13* 33" W. to the point of

begiiwlfifc

ALSO, a put flf tta SW » ®ru.t TO vs *nd part oCUm NW « of the SE V,
ofSection 2,Tewwliip4 North, «s«e2l W«t,inc:cp.utiai|«ly
taeribed as owwitncing it th« NW C«c«r of«M NW W ofihsSEy.;
ihence But, a dtairee of 34154 feet la tte point of beginning; thence N

WAXmmVDEED

sen

zoi

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D2M2" IS" W,i)onj;afaiMti di.vuif.ts 6f34R 91 feet to «n «Je pa ilm
South sWs of OH	I Oj Uiw.ee »taiB the South fcdaefOM

Hi£liwiylO,S««* 14*02"B,»(istaawoH30,0J fees;S64" 12'
distance of 1G2.1J feet;SW |5*S7"E,aiK»ltrKa«rtJ83tfeet;S8(la
0J" «"E, a dlltance of 39104 feet to a pipe; thcr.ct Icsvinc lh« l«4, S
00* 01' si" g, i distance of 517.63 f«* to OieKoith riglt of w*y of a
oilnjli; thence N 73* 33' 43" W, iloog the »gkt of way,» distance of
1028.33 feet lo » few* t»raoi (Jiowk H 02' 42' II" W, utossg a fer.es, s
didaace of 199.67 feet to the (Mini of begi&niiij.

Subject to til mineral Kscrolions, leases, and eanvaymices fill*! of retard. Also,

subject to bH euctnenu and learfttlDns #f recoiA

TO HAVB AMD 70 HOLD (ho era unln Hie mi GRANTEE and uttta in
suMesswi nut assigns forever, with nil appurtenances (hereunto keionptp.. Anst
GRANTOR hoeby eovaumls with lie wM GRANTEE thu it Witt forever wsmuit sftd
dsfind the title to -mid tnwb aptoM all Jno whatever.

IN TESTIMONY WHEREOF, the mmt sffiie grantor stDxcd tkli «?3 to of
014.

edieeij, Wb£ Mrtlerfid » to #, lad emtwed lis forcfolai lutniiaM fur p«po«* Herein
KffllalBKl, by idpiha 6s name of the Two W*er» School pfctridiy ihoojetva as neh »Sks.

TWO WVERS SCSIOOI.DiSTRICT

ATTEST:

STATE CP ARKANSAS
COUNTY OP KK-B 3

ACTOOWl.T.DG'VfRNT

WJINESS my hisd t*i oakW ttxi WtJ3 to	¦ lOtfl.

My Mim-Tilssicm expires

	

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ARKAN5AS06PARTM5W* DP ft KANGtE AND A 0 MINI ST RATI 3M

Real Property Transfer Tax Affidavit of Ccmpllanca Form

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