Record of Decision

Upper Tenmile Creek Mining Area Site
Lewis & Clark County, Montana

June 2002





U.S. Environmental
Protection Agency
Federal Building
10 West 15IK Street, Suite 3200
Helena, Montana 59626

Montana Department of
Environmental Quality
2209 Phoenix Avenue
Helena, Montana 59620


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Record of Decision
Preface

Upper Tenmile Creek Mining Area Site
Lewis and Clark County, Montana

The U.S. Environmental Protection Agency (EPA) and the Montana Department of
Environmental Quality (DEQ), in consultation with the U.S. Forest Service (USPS),
present this Record of Decision (ROD) for the Upper Tenmile Creek Mining Area
National Priorities List (NPL) Site (the "site") in Lewis and Clark County, Montana.
The ROD is based on the administrative record for the site, including the remedial
investigation (RI), the feasibility study (FS), the RI/FS addenda, the human health
risk assessment (HHRA), the ecological risk assessment (ERA), the proposed plan, the
public comments received, and EPA responses to the comments. The ROD presents a
brief summary of the RI and FS, actual and potential risks to human health and the
environment as identified in the HHRA and ERA, the major alternatives considered
by EPA, and the selected remedy. EPA has followed the Comprehensive
Environmental Response, Compensation, and Liability Act (CERCLA), as amended
(42 United States Code [USC] §9601 et seq.), the National Contingency Plan (NCP [40
Code of Federal Regulations Part 300]), and EPA guidance (EPA 1999a) in
preparation of the ROD. The purposes of the ROD are to:

¦	Certify that the remedy selection process was carried out in accordance with the
requirements of CERCLA and, to the extent practicable, the NCP

¦	Outline the engineering components and remediation requirements of the selected
remedy

¦	Provide the public with a consolidated source of information about the history,
characteristics, and risks posed by the conditions of the site, as well as a summary of >
the cleanup alternatives considered, their evaluation, the rationale behind the selected
remedy, and the agencies' consideration of and responses to the comments received

The ROD is organized into three distinct sections:

1.	The Declaration section serves as an abstract for the key information
contained in the ROD and is signed by the EPA Regional
Administrator or his designee and any concurring agencies.

2.	The Decision Summary section provides an overview of the site
characteristics, the alternatives evaluated, and the analysis of those
options. The Decision Summary also identifies the selected remedy
and explains how the remedy fulfills statutory requirements.

3.	The Responsiveness Summary section addresses public comments
received on the draft and final proposed plans and other information
contained in the administrative record.

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Declaration


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Declaration

This part of the Record of Decision (ROD) summarizes key information and contains
the formal authorizing signature page for the ROD.

Site Name and Location

This decision document has been prepared for the Upper Tenmile Creek Mining Area
Site (the "site") in Lewis and Clark County, Montana The national Superfund
database (i.e., CERCLB) identification number for the site is MTSFN7578012. The
site, southwest of Helena, Montana, includes the upper Tenmile Creek drainage basin
south of U.S. Highway 12. The site covers about 53 square miles and contains 150
known abandoned or inactive mine sites within or near the historic Rimini Mining
District in the upper Tenmile Creek watershed. The watershed serves as the primary
source of water for the City of Helena.

Statement of Basis and Purpose

This decision document presents the selected remedy for the Upper Tenmile Creek
Mining Area Site in Lewis and Clark County, Montana. This document is issued by
the U.S. Environmental Protection Agency (EPA), the lead agency for site activities,
and the Montana Department of Environmental Quality (DEQ), the support agency,
in consultation with the U.S. Forest Service (USFS). EPA and DEQ, in consultation
with the USFS, selected the remedy in accordance with the Comprehensive
Environmental Response, Compensation, and Liability Act, 42 USC §9601 et. seq., as
amended by the Superfund Amendments and Reauthorization Act (collectively,
CERCLA), and EPA's Superfund regulations, the National Contingency Plan (NCP
[40 CFR Part 300]). DEQ concurs with the selected remedy.

The decision is based on the administrative record file for this site. The
administrative record and key documents are available for review at the EPA
Montana Office, located at 10 West 15th Street, Suite 3200 in Helena, Montana. Copies
of key documents are also available for review at the Lewis and Clark Public Library,
located at 120 S. Last Chance Gulch in Helena, Montana.

Assessment of the Site

The response action selected in this ROD is necessary to protect public health or
welfare or the environment from actual or threatened releases of hazardous
substances, pollutants, or contaminants from the site, which may present an
imminent and substantial endangerment to public health or welfare.

Description of Selected Remedy

This ROD encompasses all aspects of the site, including all removal and remedial
response actions. The site includes contaminated waste rock and tailings, acid mine
drainage (AMD), groundwater, surface water, stream sediments* yard soils at
permanent residences and occasional-use recreational cabins, roadway materials, and
water supply. This is the only ROD that EPA intends to issue for the site.

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The selected remedy is Alternative 5, as modified, for mine wastes and Alternative D
for the Rimini community water system, as described in the proposed plan, with the
exception ihat all accessible contaminated yard soils and roadway materials in Rimini
(rather than cnly the uppermost 18 inches) will be excavated and removed to the
Luttrell repository. The selected remedy also provides for the design and
construction of a small community wastewater system, if necessary to replace existing
individual septic systems that may be damaged during the removal of contaminated
yard soils in Rimini. The selected remedy contains elements that address each of the
contaminated media at the site. The remedy was selected after the development,
screening, and evaluation of potential remedial alternatives in the F5, and after
review and consideration of public and agency comments received on both a
preliminary draft proposed plan and the final proposed plan.

The selected remedy will consist of the following elements:

Waste Rock and Tailings

¦	Excavate and dispose in the Luttrell repository contaminated materials from 70 high
priority mine sites. No action would be taken at the remaining 80 lower priority mine
sites. Backfill the excavated areas with clean soils to appropriate slope contours and
revegetate.

Acid Mine Drainage

¦	Cap and regrade collapsed shafts/adits and construct drainage features to prevent or
reduce storm water and snowmelt from entering mine workings and contributing to
AMD. Conduct a four-phase program to develop and implement cost-effective control
measures to eliminate metals loading from existing mine adit discharges. The
program, conducted by EPA in consultation with DEQ (and the USFS, for sites on
national forest lands), will include (1) initial design investigations to map mine site
features and identify sites where source control and flow reduction techniques could
be potentially successful; (2) additional detailed studies and pilot tests of flow
segregation, grouting, or other source control/flow reduction techniques; (3) full scale
flow reduction actions at sites where they are deemed appropriate; and (4) evaluation,
design, and construction of AMD treatment facilities, if necessary to meet state
ambient water quality standards.

¦	EPA anticipates that treatment for many of the AMD sites, which are remotely located
and have low flow rates and loadings, will consist of low cost, low maintenance
biological treatment systems (probably utilizing enhanced sulfate-reducing bacteria,
oxidation, and constructed wetlands, with additional treatment polishing components)
or other in-situ treatment systems.

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Groundwater

¦	Source control actions for waste rock and tailings and AMD are expected to reduce
groundwater contaminant levels. Implement institutional controls to prevent the use
of new drinking water wells where contaminated aquifers exist.

Surface Water

¦	Augment stream flow in Tenmile Creek during low-flow periods by constructing
improvements to Chessman Reservoir and the Red Mountain flume to provide for
additional water storage in the reservoir and/or implementing other water
management actions in the upper Tenmile Creek watershed. The additional stored
water would be available to the City of Helena to offset water allowed to bypass the
City of Helena Tenmile Creek intake structure to augment stream flow in and below
Rimini during the late summer and early fall low-flow periods. Flow augmentation
would complement EPA's cleanup activities and improve Tenmile Creek water
quality to levels that approach established performance standards.

¦	Source control actions for waste rock and tailings and AMD, augmented stream flows
during low-flow periods, and natural attenuation of contaminants in surface water are
expected to achieve surface water remedial action goals within a reasonable time.

Stream Sediments

¦	Monitor water quality and sediment quality in Tenmile Creek after waste rock/tailings
and AMD cleanup actions are complete. After additional monitoring and evaluation,
if sediments in specific stream reaches are determined responsible for unacceptable
loading to surface water, then excavate those sediments, with disposal at the Luttrell
repository.

ContaminatedYard Soils

¦	Excavate, transport, and dispose of contaminated yard soils from residences and
occasional-use recreational cabins. Contaminated soils will be disposed in the Luttrell
repository. Backfill with clean soils and replace yard vegetation, fences, and other
features to pre-removal conditions.

¦	The remedy includes a contingency for EPA to design and construct a small
community wastewater collection and treatment system, if necessary, to replace
individual septic systems that may be damaged or removed during the removal of
contaminated yard soils.

Contaminated Roadway Materials

¦	Excavate, transport, and dispose of contaminated roadway materials underlying
Rimini Road. Approximately 5,000 feet of roadway through the community of Rimini
will be addressed. Backfill the road with clean fill and appropriate road subbase and
surface gravel.

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Rimini Water Supply

¦ Build a new community water system for Rimini residents. The source of water for the
community system will be new deep wells installed near Rimini. The system will
include water storage and distribution and have the capacity to serve approximately
50 residences.

Protectiveness of Selected Remedy

The selected remedy is protective of human health and the environment through the
following:

Waste Rock and Tailings

Removal and disposal of waste rock and tailings from high priority mine sites in a
secure repository will protect human health and the environment through the
prevention of direct contact with those contaminants at the site. It will effectively
isolate the most significant waste piles at the site by placing them in a lined regional
repository with effective leachate control and monitoring. Waste rock piles will be
left in place only at those sites exhibiting limited human access, thereby preventing or
minimizing the potential for human exposure, and limited potential for directly
impacting surface water or the aquatic ecosystem.

Acid Mine Drainage

The combination of reducing surface water inflow to mine workings and
implementing a four-phased approach to reduce metals loading from AMD to surface
water, including the treatment of AMD waters prior to the waters entering the
watershed streams, will ensure that impacts from AMD on the source water for the
City of Helena potable water system and on the aquatic ecosystem are reduced
sequentially in a cost-effective manner. Contaminant loadings to surface water will
be reduced in the near term by reducing the flows discharging from mine adits and in
the long term by constructing appropriate treatment facilities to remove contaminants
from residual mine adit discharge flows that cannot be eliminated.

Groundwater

The selected remedy will not directly remediate the groundwater underlying the
community of Rimini or in other areas. Protectiveness will be achieved in the Rimini
area through the construction of a reliable community water system drawing water
from deep wells unimpacted by mining-related contamination. The community
water system will replace current residential wells that supply contaminated
groundwater to individual residences. Additionally, institutional controls, probably
a controlled groundwater area in parts of the site known to have contaminated
groundwater, will ensure that full-year and part-time residents outside of the
community water system service area do not use wells drawing contaminated
groundwater for drinking water purposes.

Surface Water

The selected remedy will not directly remediate surface water. Protectiveness of
human health and the environment will be achieved by the removal of near-stream
waste rock and tailings contaminant sources to eliminate leaching and erosion of

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contaminants into surface water, reduction of AMD loading of contaminants into
surface water, and augmenting Tenmile Creek flows during low flow periods when
water quality is significantly degraded. These actions will improve the quality of
water currently supplied to the City of Helena water system, as well as water left in
the stream and used by the aquatic ecosystem. The selected remedy would also
improve stream flow suitable for fish in Tenmile Creek below Rimini during low flow
periods of late summer and early fall.

Negotiations are progressing whereby the City of Helena could apply its first priority
water rights to waters stored and released to Tenmile Creek- ensuring that the
enhanced flow would pass downstream to the lower reaches of Tenmile Geek. In
addition, the city is also considering the implementation of a sixth diversion from
Tenmile Creek (near Walker Creek) to allow for the release of additional water during
the late fall and winter months to complement EPA's remedy.

The City of Helena has indicated it will support EPA's long-term remedy by agreeing
to own, operate, and maintain the Banner Creek diversion and the Chessman
Reservoir as necessary to augment stream flow. Actual releases of stored water for
flow augmentation could be from the city-owned Scott Reservoir.

The USFS and the City of Helena are striving to accomplish land exchanges under
USFS removal authorities that would facilitate EPA's CERCLA action. USFS may
exchange ownership and/or control of the Chessman Reservoir and portions of the
Banner Creek diversion for city-owned inhol dings that could include the high value
Travis wetlands and the impaired Banner Creek wetlands. Logically, EPA's
mitigation for wetlands inundated by the expanded Chessman Reservoir could
involve the impaired Banner Creek wetlands.

Stream Sediments

The selected remedy provides for long-term monitoring of sediment quality, followed
by refinements in cleanup activities as necessary. The remedy will not immediately
remove stream sediments that may be impacting surface water quality and aquatic
organisms. However, source control actions removing near-stream waste rock and
tailings and addressing AMD are expected to significantly reduce loadings to
Tenmile Creek and its tributaries and improve sediment quality. The selected
remedy provides for the monitoring of contaminant concentrations in stream
sediments and surface water in the Rimini area to determine if stream sediments are a
limiting factor in attaining water quality goals. If sediments are determined to be a
significant source of continuing metals loading to the stream, then the selected
remedy requires that those sediments be removed.

Contaminated Yard Soils

The selected remedy will meet protectiveness standards for contaminated yard soils
at residences and occasional-use recreational cabins by removing and disposing in the
Luttrell repository the soil in those yards, or portions of yards, found to exceed EPA's
site-specific target excavation concentration levels for arsenic and lead. The yards
will be backfilled with clean soil and revegetated. Institutional controls, such as deed
notices or a building permit process, will be put in place for those locations of the site

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where contaminated waste rock/tailings or yard soils are inaccessible and cannot be
removed. Property owners conducting future excavation in contaminant-impacted
areas will be required to manage the waste materials in accordance with county-
required controls, with disposal in the Luttrell repository or another appropriate
disposal facility.

Contaminated Roadway Materials

Potential direct contact exposure to contaminated roadway materials in the
community of Rimini will be addressed by excavating, transporting, and disposing of
the contaminated materials at the Luttrell repository. The road will be replaced to
approximate existing grade and condition with clean fill and road base and surface
materials.

Rimini Water Supply

Protectiveness will be achieved in the Rimini area through the construction of a
reliable community water system drawing water from deep wells unimpacted by
mining-related contamination and implementation of institutional controls to prevent
the consumption of contaminated groundwater. The community water system will
replace current residential wells that supply contaminated groundwater to individual
residences; however, the existing wells may continue to be used for irrigation
purposes.

Statutory Determinations

The selected remedy attains the mandates of CERCLA Section 121 and, to the extent
practical, the NCP. Specifically, the selected remedy is protective of human health
and the environment, complies with federal and state requirements that are
applicable or relevant and appropriate to the remedial action (unless a waiver is
ultimately determined necessary and appropriate), is cost effective, and utilizes
permanent solutions and alternative treatment technologies to the maximum extent
practicable. This remedy also satisfies the statutory preference for treatment as a
principal element of the remedy (i.e., reduces the toxicity, mobility, or volume of
hazardous substances, pollutants, or contaminants as a principal element through
treatment). Because this remedy will result in hazardous substances, pollutants, or
contaminants remaining on site at concentrations greater than those that would be
protective for unlimited use and unrestricted exposure, reviews will be conducted
five years after initiation of remedial action and every five years thereafter to ensure
that the remedy continues to provide adequate protection of human health and the
environment. This remedy is acceptable to the State of Montana, Lewis and Clark
County, the City of Helena, and residents of the Rimini community.

Data Certification Checklist

The following information is included in the Decision Summary section of this ROD.
Additional information can be found in the administrative record file for this site.

¦	Chemicals of concern (COC) and their respective concentrations

¦	Baseline risk presented by the COCs

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¦	Cleanup levels established for COCs and the basis for these levels

¦	Documentation of how the remedy uses treatment to address source materials
constituting principal threats

¦	Current and reasonably anticipated future land use assumptions and current and
potential future beneficial uses of groundwater used in the baseline risk assessment
and ROD

¦	Potential land and groundwater use that will be available at the site as a result of the
selected remedy

¦	Estimated capital, annual operation and maintenance, and total present worth costs,
discount rate, and the number of years over which the remedy cost estimates are
projected

¦	Key factors that led to selecting the remedy

Max H. Dodson	Date

Assistant Regional Administrator

Office of Ecosystems Protection and Remediation

U. S. Environmental Protection Agency, Region VIII

Jan P. Sensibaugh	Date

Director

Montana Department of Environmental Quality

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Decision Summary

This section of the Record of Decision (ROD) provides an overview of the site
characteristics, alternatives evaluated, and the analysis of these options. This section
also identifies the Selected Remedy and explains how this remedy fulfills statutory .
and regulatory requirements.

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Contents

Preface
Declaration
Decision Summary

Tables 	iv

Figures		vi

Acronyms	vii

Section 1 - Site Name, Location, and Description 	1-1

Section 2 - Site History and Enforcement Activities	2-1

Section 3 - Community Participation	3-1

Section 4 - Scope and Role of Operable Unit	4-1

Section 5 - Summary of Site Characteristics	5-1

5.1	Site Overview	5-1

5.2	Site Conceptual Model	5-1

5.3	Known and Suspected Sources of Contamination	5-3

5.4	Investigation and Sampling Approach	 5-4

5.4.1	Waste Source Areas	5-5

5.4.2	Surface Water	5-5

5.4.3	Sediment 	5-5

5.4.4	Groundwater	5-6

5.4.5	Residential Yards and Roadway Areas	5-6

5.5	Types of Contamination and Affected Media	5-6

5.5.1	Mine Site Waste Rock and Tailings	5-8

5.5.2	Acid Mine and Acid Rock Drainage	5-8

5.5.3	Surface Water Quality and Contaminant Loading	5-8

5.5.4	Stream Sediment Quality and Potential Impacts to Surface
Water 			5-12

5.5.5	Groundwater Quality	5-13

5.5.6	Residential Yards			 5-13

5.5.7	Contaminated Roadways	5-14

5.6	Contamination Location and Routes of Migration	5-14

5.6.1	Lateral and Vertical Extent of Contamination	5-14

5.6.2	Contamination Migration	5-15

5.6.3	Exposure Pathways	5-16

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Section 6 - Current and Potential Future Land and Water Use	6-1

6.1	Land Use	 6-1

6.2	Water Use 			 6-2

Section 7 - Summary of Site Risks	7-1

7.1	Human Health Risks		7-1

7.1.1	Media and Chemicals of Concern 	7-1

7.1.2	Exposure Assessment			 7-1

7.1.3	Toxicity Assessment			7-3

7.1.4	Risk Characterization		7-6

7.1.5	Human Health Risk Conclusions	7-14

7.2	Ecological Risks	7-15

7.2.1	Chemicals of Concern 	7-15

7.2.2	Exposure Assessment	7-16

7.2.3	Ecological Effects Assessment 		 7-18

7.2.4	Ecological Risk Characterization	7-23

7.2.5	Ecological Risk Assessment Conclusions	 7-27

7.3	Risk-Based Preliminary Remediation Goals	7-28

7.4	Basis of Action	7-29

Section 8 - Remedial Action Objectives 	8-1

Section 9 - Description of Alternatives 	-	 9-1.

9.1	Media-Specific Alternatives	9-1

9.1.1	Waste Rock and Tailings					9-1

9.1.2	Acid Mine Drainage					9-23

9.1.3	Contaminated Surface Water	9-25

9.1.4	Contaminated Stream Sediments	9-25

9.1.5	Contaminated Groundwater	 9-25

9.1.6	Contaminated Yards 	9-26

9.1.7	Contaminated Roadway Materials	9-26

9.2	Development and Evaluation of Stewide Remedial Alternatives

						9-27

9.2.1	Description of Comprehensive Alternatives for Mine Site
Remediation 	9-27

9.2.2	Description of Rimini Water Supply Alternatives	9-32

Section 10 - Summary of Comparative Analysis of Alternatives	 10-1

10.1	NCP Evaluation and Comparison Criteria			10-1

10.1.1	Threshold Criteria 		10-1

10.1.2	Primary Balancing Criteria	10-2

10.1.3	Modifying Criteria 				10-2

10.2	Evaluating the Alternatives with the NCP Criteria	 10-2

10.2.1	Comprehensive Sitewide Mine Site Alternatives	10-2

10.2.2	Rimini Water Supply Alternatives	10-9

Section 11 - Principal Threat Wastes			11-1

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Section 12 - Selected Remedy	12-1

12.1	Rationale for Selected Remedy 		12-1

12.2	Description of Selected Remedy			12-2

12.3	Estimated Remedy Costs	 12-6

12.4	Operations and Maintenance Requirements	12-17

12.5	Expected Outcome of the Selected Remedy 	12-20

12.6	Performance Standards	 12-33

12.7	Remedy Contingencies 		 12-35

Section 13 - Statutory Determinations	13-1

13.1	Protection of Human Health and the Environment	 13-1

13.2	Compliance with ARARs 	 13-2

13.3	Cost Effectiveness			13-4

13.4	Utilization of Permanent Solutions and Alternative Treatment
Technologies (or Resource Recovery Technologies) to the Maximum
Extent Possible 	13-4

13.5	Preference For Treatment as a Principal Element	 13-7

13.6	Five-Year Review Requirements	 13-7

Section 14 - Documentation of Significant Changes 	 14-1

Section 15 - References	15-1

Responsiveness Summary
Appendices

Appendix A - Identification and Description of Applicable or Relevant and

Appropriate Requirements
Appendix B - Mine Site Scoring and Capital Costs for Selected Remedy
Appendix C -Responses to Comments
Appendix D - Basin Creek Mine Reclamation Responsibilities

r

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Tables

Table 5-1
Table 5-2

Table 5-3
Table 7-1
Table 7-2

Table 7-3
Table 7-4
Table 7-5
Table 7-6
Table 7-7
Table 7-8
Table 7-9
Table 7-10

Table 7-11

Table 7-12
Table 7-13
Table 7-14

Table 7-15

Table 7-16

Table 7-17

Table 9-1
Table 9-2
Table 9-3
Table 10-1
Table 10-2
Table 12-1

Table 12-2

Table 12-3
Table 12-4

Table 12-5

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Summary of Contamination and Affected Media
Representative Baseflow Water Quality in Tenmile Creek and
Key Tributaries

Ranked Top 25 Mine Site Sources of Loading to Surface Water
Summary of Chemicals of Concern for Human Health
Exposure Pathways Evaluated for Residents, Workers, and
Recreationists

Summary Statistics for Chemicals of Concern for Human Health
Cancer Slope Factors for Chemicals of Concern
Reference Doses for Chemicals of Concern
Summary of Site-Related lifetime Risk Estimates - Residents
Summary of Site-Related Lifetime Risk Estimates - Workers
Summary of Site-Related Lifetime Risk Estimates - Recreationists
Summary of Chemicals'of Concern for Ecological Risk
Summary of Statistics for Chemicals of Concern for Ecological
Risk

Toxicity Reference Values for Surface Water Chemicals of
Concern

Toxicity Reference Values for Sediment Chemicals of Concern
Toxicity Reference Values for Surface Soil Chemicals of Concern
Toxicity Reference Values for Piscivorous and Insectivorous
Birds and Piscivorous Mammals (Major Surface Water
Chemicals of Concern)

Hazard Quotients for Chemicals of Concern in Surface Water,
Sediment, and Soil

Estimated Risks (Hazard Quotients) for Representative Birds and
Mammals

Preliminary Remediation Goals fear Potential Exposure Through
Ingestion of Solid Media (Waste Rock, Tailings, and Surface Soil)
Mine Site Category and Adit Discharge Summary
Summary Description of Sitewide Alternatives
Summary Description of Rimini Water Supply Alternatives
Comparative Analysis of Sitewide Alternatives
Comparative Analysis of Rimini Water Supply Alternatives
Summary of Estimated Capital Costs for Sitewide Selected
Remedy

Summary of Estimated Post-Gonstruction Costs for Sitewide
Selected Remedy

30-Year Present Value Analysis for Sitewide Selected Remedy
Summary of Estimated Capital and Post-Construction Costs for
Rimini Community Water System Selected Remedy
30-Year Present Value Analysis for Rimini Community Water
System Selected Remedy

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Table 12-6 Summary of Estimated Capital and Post-Construction Costs for

Rimini Community Wastewater System Contingency Remedy
Table 12-7 30-Year Present Value Analysis for Rimini Community

Wastewater System Contingency Remedy
Table 12-8 Soil Cleanup Levels and Initial Excavation Criteria
Table 12-9 Cleanup Levels for Key Chemicals of Concern in Surface Water

and Groundwater
Table 13-1 Cost-Effectiveness Evaluation forSitewide Alternatives
Table 13-2 Cost-Effectiveness Evaluation for Rimini Community Water
System Alternatives

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Figures

Figure 1-1 Site Location

Figure 1-2 Subareas and Helena Water System Features

Figure 5-1 Site Conceptual Exposure Model

Figure 7-1 Effects Concentrations/Level of Protection - Dissolved

Cadmium in Surface Water
Figure 7-2 Effects Concentrations/Level of Protection - Dissolved Copper
in Surface Water

Figure 7-3 Effects Concentrations/Level of Protection for Dissolved Zinc in
Surface Water

Figure 9-1 Upper Tenmile Creek/Monitor Creek Subarea
Figure 9-2 Banner Creek/Ruby Creek Subarea
Figure 9-3a Tenmile Creek Near Rimini Subarea
Figure 9-3b Tenmile Creek Near Rimini Subarea Detail
Figure 9-4 Beaver Creek Subarea
Figure 9-5 Minnehaha Creek Subarea
Figure 9-6 Bear Gulch/Walker Creek Subarea
Figure 9-7 Tenmile Creek Mainstem Subarea

Figure 12-1 Rimini Community Water System Selected Remedy Costs

Estimated annual O&M Costs and Revenues
Figure 12-2 Arsenic in Tenmile Creek Measured vs Modeled Preferred
Alternative

Figure 12-3 Cadmium in Tenmile Creek Measured vs Modeled Preferred
Alternative

Figure 12-4 Copper in Tenmile Creek Measured vs Modeled Preferred
Alternative

Figure 12-5 Lead in Tenmile Creek Measured vs Modeled Preferred
Alternative

Figure 12-6 Zinc in Tenmile Creek Measured vs Modeled Preferred
Alternative

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Acronyms

aka

also known as

AMD

acid mine drainage

amsl

above mean sea level

ARARs

applicable or relevant and appropriate requirements

ARD

acid rock drainage

ATSDR

The Agency for Toxic Substances and Disease Registry

AWQC

ambient water quality criteria

BCM

Basin Creek Mine

BLM

Bureau of Land Management

BMP

best management practice

CDI

chronic daily intake

CDM

CDM Federal Programs Corporation

CERCLA

Comprehensive Environmental Response, Compensation, and



Liability Act

cfs

Cubic Feet per Second

coc

chemicals of concern

CSF

cancer slope factor

CTE

central tendency exposure

DEQ

Montana Department of Environmental Quality

DFWP

Montana Department of Fish Wildlife and Parks

DNRC

Montana Department of Natural Resources and Conservation

DSL

Montana Department of State Lands

EA

environmental assessment

ERA

ecological risk assessment

EPCs

exposure point concentrations

EPA

U.S. Environmental Protection Agency

FS

feasibility study

gpm

gallons per minute

HHRA

human health risk assessment

HI

hazard index

HQ

hazard quotient

HRS

hazard ranking system

IRIS

integrated risk information system

IEUBK

Integrated Exposure Uptake Biokinetic

km

kilometer

lc50

lethal concentrations to 50 percent

MCL

maximum contaminant level

mgd

million gallons per day

mg/kg

milligrams per kilogram

mg/L

milligrams per liter

NCP

National Oil and Hazardous Substances Pollution Contingency



Plan

NPL

National Priorities List

OSWER

Office of Solid Waste and Emergency Response

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ou

operable unit

O&M

operations and maintenance

POU

point-of-use

PRG

preliminary remediation goal

PRP

potentially responsible party

RAO

remedial action objectives

RBT

rainbow trout

RfD

reference dose

RI

remedial investigation

RME

reasonable maximum exposure

ROD

Record of Decision

site

Upper Tenmile Creek Mining Area National Priorities List Site

TMDL

total maximum daily load

TRVs

toxicity reference values

Cjcl

upper confidence limit

USFS

U.S. Forest Service

Hg/dL

micrograms per deciliter

Hg/L

micrograms per liter

use

United States Code

USFWS

U.S. Fish and Wildlife Service

WUA

weighted usable area

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Section 1

Site Name, Location, and Description

Upper Tenmile Creek Mining Area Ste
Lewis and Clark County, Montana
CERCLIS Number MTSFN7578012

The Upper Tenmile Creek Mining Area Site (site) is located primarily within Lewis
and Clark County, southwest of Helena, Montana (Figure 1-1). The site extends from
U.S. Highway 12 south to the drainage divide adjoining the Basin Creek, Cataract
Creek, and Telegraph Creek watersheds. To the west, the site is bounded by the
Continental Divide. The Tenmile Creek basin is the primary watershed in the site.
The site covers approximately 53 square miles and is located primarily in Township 8
North, Range 5 West (T8N R5W) and T9N R5W in Lewis and Clark County. The
easternmost portions of T8N R6W and T9N R6W and the southernmost portion of
T10N R5W are also located in the site.

The U.S. Environmental Protection Agency (EPA) is the lead agency for the site and
the Montana Department of Environmental Quality (DEQ) and the U.S. Forest
Service (USFS) are support agencies. The City of Helena and Lewis and Clark
County have significant interests in the site, since the upper Tenmile Creek
watershed is the main source of potable water for the City of Helena. The primary
source of funding for cleaning up for the site will be the Superfund trust fund.

Before remedial action utilizing the Superfund trust fund can begin, CERCLA
requires that a state provide assurances to EPA that the state will be responsible for
financing 10 percent of the remedy construction and 100 percent of the remedy
operation and maintenance (O&M). The state's assurances are to be provided in
Superfund state contracts executed by the state and EPA prior to the start of each
construction season for the woik to be performed that season. Any cleanup actions,
including both construction and O&M, taken on public land managed by the USFS
would be financed by the USFS.

The headwaters of Tenmile Creek are about 6 miles upstream of the community of
Rimini, which is located in the approximate center of the site. From its headwaters,
Tenmile Creek flows for 28 miles before entering Lake Helena. Only the uppermost
13 miles are located in the site The site lies within the Northern Rocky Mountain
physiographic province, which is characterized by a succession of distinct mountains
and valleys. The upper Tenmile Creek drainage basin is mountainous with high and
sharp relief. Red Mountain, southeast of the community of Rimini, rises to an
elevation of 8,150 feet above mean sea level (amsl) and represents the highest point in
the watershed. Tenmile Creek originates at the Continental Divide at an elevation of
approximately 7,200 feet amsl and drops to 4,380 feet amsl at the northern boundary
of the site near the confluence with Sweeney Creek. Lee Mountain is directly west of
Red Mountain and rises above the valley to an elevation of 7,064 feet amsl.

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The City of Helena has relied upon the upper Tenmile Creek watershed as a source of
potable water for over 100 years. A thorough understanding of the Helena water
supply system is necessary in developing a cleanup'plan for this site. Stream reaches
below the city water system diversions often have very low flows, which exacerbate
the water quality degradation caused by the mine wastes at the site. The city
possesses senior water rights totaling approximately 8.9 million gallons per day
(mgd). Natural stream flow in the Tenmile Creek watershed is less than Helena's
allowable water right for much of the year. To increase the quantity of water from
the Tenmile Creek watershed available for use by the city, two water storage
reservoirs have been constructed in the basin. Chessman Reservoir, located in the
headwaters of Beaver Creek, has a capacity of 550 million gallons (1,688 acre-feet).
Scott Reservoir, located in the headwaters of Ruby Creek, has a capacity of 194
million gallons (595 acre-feet).

By court decree, only surplus waters flowing in Banner Creek and Ruby Creek prior
to the commencement of irrigation season in the lower watershed downstream of the

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Section 1

Site Name, Location, and Description

Tenmile Water Treatment Plant can be diverted into the two reservoirs (Chessman
Reservoir is partially filled by an inter-drainage diversion from Banner Geek using
the Red Mountain flume).

Raw water is supplied to the Tenmile Water Treatment Plant via a gravity pipeline
that collects water from an intake structure located on Tenmile Creek just above the
community of Rimini and from intake structures located on Beaver Creek,

Minnehaha Creek, Moose Creek, and Walker Gulch just above their confluences with
Tenmile Creek. Features of the Helena Tenmile Creek water supply system are
shown on Figure 1-2.

To facilitate the evaluation of mine site and tributary contaminant loadings during
the remedial investigation (RI) and feasibility study (FS), the site has been divided
into seven subareas, including two subareas that subdivide the upper Tenmile Creek
mainstem and five subareas that encompass the primary tributaries to the mainstem.
These seven subareas are: (1) Tenmile Creek Near Rimini (mainstem from the Ruby
Creek confluence to the Minnehaha Creek confluence), (2) Tenmile Creek Mainstem
(mainstem from the Minnehaha Creek confluence downstream to Helena's Tenmile
Water Treatment Plant), (3) Upper Tenmile Creek/Monitor Creek, (4) Banner
Creek/Ruby Creek, (5) Beaver Creek, (6) Minnehaha Creek, and (7) Bear
Gulch/Walker Creek. The seven subareas are shown in Figure 1-2.

Mining within the Upper Tenmile Creek watershed has resulted in uncontrolled
releases of metal contaminants to local streams from waste rock, tailings (waste
material from processing of mineral ore), and contaminated mine discharge water.
The major threat posed by the abandoned mines is the relea se of potentially harmful
concentrations of arsenic, copper, lead, zinc, and other metals from mine wastes.
These mines and their associated waste piles and tailings contribute to the
contamination of surface water, groundwater, and stream sediments throughout the
drainage basin of upper Tenmile Creek and its tributaries. There have been
documented catastrophic releases of mining wastes during periods of intense
thunderstorms or other mass failures of waste material piles. Concentrations of
arsenic and metals in site media often exceed risk-based protectiveness criteria and
therefore pose a current and potential threat to human health and the environment.
The upper Tenmile Creek watershed supplies about 70 to 80 percent of the City of
Helena's drinking water. Approximately 13 residences in Rimini receive untreated
water directly from Tenmile Geek.

Low flow rates in Tenmile Creek are also of concern. RI data indicate that human
health and aquatic life water quality criteria are exceeded meet often during low
flow. Low flow occurs primarily during late summer when the public's demand for
water increases. During this time, both the quality and the quantity of water in
Tenmile Creek are insufficient to maintain healthy fish populations in all stream
reaches.

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Site Name, Location, and Description

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Section 2

Site History and Enforcement Activities

The site includes 150 abandoned or inactive mine sites within or near the historic
Rimini Mining District in the upper Tenmile Creek watershed. Most historic mining
activity in the watershed took place within the Rimini Mining District and included
hard rock mining for gold, lead, zinc, and copper. Active hard rock mining began in
the 1870s and continued through the 1930s. Limited intermittent mining activities
were conducted during and after World War II. The last active commercial mining in
the Rimini Mining District ended in 1953. The site also includes the properties of the
defunct Basin Creek Mine (BCM), an open pit gold mine that operated under a DEQ
permit until the mid-1990s. The BCM is being reclaimed by the bankruptcy trustee
for the former operator of the mine using money from a reclamation bond forfeited
by the/operator to DEQ upon bankruptcy. Since the Luttrell Pit and various haul
roads at the BCM are being used to facilitate the EPA remedies for this site and the
Basin Mining Area site, EPA will manage final reclamation for those parts of the
BCM properties. A detailed breakdown of EPA's reclamation responsibilities at the
BCM is presented in Appendix D. EPA will not be responsible for BCM water
discharge outfalls from Leach Pad 1, Leach Pad 3, or the SSMS spring.

EPA, USFS, and DEQ (formerly the Department of State Lands [DSL]) have been
involved in evaluating and conducting abandoned mine reclamation and cleanups at
the site since the late 1980s. In October 1999, the Upper Tenmile Creek Mining Area
Site was added to EPA's National Priorities List (NPL) for Superfund cleanup.

The major investigations and activities conducted at the site since the 1980s include:

1987 -1990: DSL removed waste rock and tailings materials from the following
abandoned mines and disposed of the materials at an active mine in Jefferson
County:

¦	Avon Mill

¦	Ballou

¦	Bunker Hill (also known as [aka] Daniel Stanton)

¦	Evergreen Reclamation (aka Lower Evergreen)

¦	Justice

¦	Kelly Mill

¦	Lee Mountain

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Section 2

Site History and Enforcement Activities

¦	Little Lily

¦	Little Sampson

¦	Lower Tenmile Mill (aka Engstrom Millsite)

¦	Susie

At each of the mines, DSL recontoured, stabilized in place, covered, and revegetated
residual mine wastes. DSL was not able to collect or treat mine adit discharges.

1993 -1994: DSL conducted thorough investigations of 17 historic mining complexes
within the upper Tenmile Creek watershed. The following sites were inventoried:

¦	Armstrong

¦	Bear Gulch

¦	Beatrice	i

¦	Bunker Hill (aka Tenmile)

¦	Lower Tenmile Mill

¦	Monitor Creek Tailings

¦	Monte Cristo

¦	National Extension

¦	Peerless Jenny

¦	Peter

¦	Queensbury

¦	Red Mountain

¦	Red Water

¦	SE SE SI 3

¦	Susie (aka Valley Forge/Susie)

¦	Upper Valley Forge

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Section 2

Site History and Enforcement Activities

¦ Woodrow Wilson

DSL issued two reports summarizing waste material and water quality analytical
data, site mapping, and reconnaissance information for each site inventoried.

1995: EPA conducted a removal of waste materials in a residential area near the
Lower Tenmile Mill site.

October and November 1997: EPA conducted a removal action at the Red Water
Mine. Approximately 5,700 cubic yards of waste rock were excavated and moved to
the northern end of the mine site, and 1,800 cubic yards of contaminated material
from the wooded area north of the waste rock pile and from an area adjacent to the
on-site residence were placed on top of the waste rock. A bench was placed on the
existing original surface; large rocks (rip rap) were placed on the bench to add
support. No clay liner was placed on the bench or the original si ope. The repository
was covered with clean fill material and revegetated. Drainage controls to prevent
run on of storm water and snowmelt were also constructed.

April 7,1998: The Lewis and Clark County Water Protection District requested
assistance from DEQ and EPA in undertaking a cleanup at the Bunker Hill Mine. On
two occasions, hydraulic pressure built up behind the collapsed mine adit and "blew
out" the collapsed materials, eroding both mine waste and previous reclamation
cover materials and causing a mass loading problem in the Tenmile Creek. Although
water quality samples were not collected during these events, contaminant
concentrations in sediments deposited downstream indicate that the quality of
Helena's water was threatened.

Fall 1998: The Montana Department of Fish, Wildlife, and Parks (DFWP) collected
brook trout fish tissue samples from Tenmile Creek, which showed elevated levels of
arsenic.

April 28,1999: EPA issued requests for access for sampling, characterization, and
response activities at properties in the Upper Tenmile Creek watershed. About 20
letters were sent to property owners requesting access.

May 10,1999: A Hazard Ranking System (HRS) scoring package was prepared for
the site to evaluate potential relative risks to public health and the environment from
releases or threatened releases of hazardous substances. The site received an HRS
Site Score of 50 (a score above 28.5 makes a site eligible for listing on theNPL).

June 7,1999: EPA prepared an Action Memorandum to initiate a time-critical
removal action at the Red Mountain and Bunker Hill/Tenmile mines, and to request
exemptions from the $2 million and 12-month statutory limits.

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Section 2

Site History and Enforcement Activities

June 24,1999: DEQ, pursuant to the Montana Environmental Policy Act, prepared an
Environmental Assessment (EA) describing a proposed change in land use at the
currently permitted BCM to provide for use of the Luttrell Pit as a mine waste
repository. EPA, in consultation with USFS and DEQ, established the Luttrell
repository, located at the bankrupt Basin Creek Mine (BCM), as the repository for
mine wastes excavated from the Upper Tenmile Creek Mining Area and Basin
Mining Area Superfund sites. Wastes are deposited in accordance with an agreement
signed by EPA, USFS, Bureau of Land Management (BLM), the owner of BCM, and
Lewis and Clark County for use of the Luttrell repository. The repository will also be
available to receive similar mine wastes from EPA, USFS, BLM, or State of Montana
sites in other nearby watersheds.

July 22,1999: EPA proposed the Upper Tenmile Creek Mining Area Site for listing on
the NPL.

Summer 1999: EPA's Superfund Removal Program conducted mine waste removals
at the Red Mountain and Bunker Hill/Tenmile mine sites. About 50,000 cubic yards
of waste rock were removed from the Red Mountain Mine and deposited in the
Luttrell repository.

October 22,1999: The Upper Tenmile Creek Mining Area Site was placed on the
NPL.

Summer 2000: At the request of the Upper Tenmile Watershed Steering Committee,
Lewis and Clark County Water Quality Protection District, and the State of Montana,
EPA conducted additional waste removal actions at the Peerless Jenny/King
complex, Susie, and Red Mountain sites. USFS conducted three mine site waste
removals in the Minnehaha Creek drainage: the Armstrong, Beatrice, and Justice
sites. All wastes removed from mine sites by EPA and USFS during 2000 were
transported to the Luttrell repository for disposal.

2000 - 2001: EPA conducted an RI/FS to investigate site contamination and evaluate
remediation alternatives for the site. Environmental samples were collected and
analyzed in 2000. The draft RI report was issued in February 2001 and draft FS report
in March 2001. The final ecological risk assessment (ERA) was issued in April 2001
and the final human health risk assessment (HHRA) in October 2001. An addendum
to the RI/FS, responding to comments received on the draft RI and FS documents,
was issued in December 2001.

January 2001: EPA conducted additional sampling of tap water from residential wells
at the site and provided replacement bottled water for site residents whose well
water exceeded maximum contaminant levels (MCLs) for drinking water. EPA

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Section 2

Site History and Enforcement Activities

recognized the need for interim potable water supply for Rimini prior to the final
remedial action and installed individual reverse osmosis treatment systems in homes
with contaminated well water.

Summer 2001: EPA conducted additional waste removal actions at the Bunker Hill
and Queensbury sites and completed surface reclamation work at the Red Mountain,
Bunker Hill, Susie, Peerless Jenny/King, and Queensbury sites. USPS conducted a
mine site waste removal at the Upper Valley Forge site. All wastes removed from
mine sites by EPA and USFS during 2001 were transported to the Luttrell repository
for disposal.

July 2001: EPA released a preliminary draft proposed plan for public review and
comment.

October 22,2001: The proposed plan for the site was issued for public comment.
Significant changes were made to the proposed plan in response to comments
provided on the preliminary draft proposed plan. The 30-day public comment
period extended from October 22,2001 to November 21, 2001.

No potentially responsible party (PRP) has been identified that is deemed to have the
financial resources or technical capability to conduct a response action. PRP searches
have been conducted with respect to the following mining sites:

¦	Tenmile Creek residential time critical removal

¦	Redwater mine

¦	Susie mine

¦	Red Mountain mine

¦	Bunker Hill/Tenmile mines

¦	Peerless Jenny/King mining complex.

Information reviewed for each of these mine sites corroborated similar findings by
DEQ, who conducted previous cleanup actions at a number of mine sites addressed
in this ROD, and USFS, who conducted cleanups at the Beatrice, Justice, Armstrong
and Upper Valley Forge mine sites. Final decisions on pursuing cost recovery from
certain parties have not been made. EPA will continue to evaluate the potential to
identify responsible parties on a yearly basis prior to conducting cleanups at the
individual mine sites.

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Site History and Enforcement Activities

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Section 3

Community Participation

Public participation in the remedy selection process is required by CERCLA Sections
113 and 117 and NCP Section 300.430(f)(3). These actions require that before
adoption of any plan for remedial action to be undertaken by EPA, the State, or an
individual (e.g., potentially responsible party), the lead agency must:

¦	Publish a notice and make the proposed plan available to the public

¦	Provide a reasonable opportunity for submission of written and oral comments and
an opportunity for a public meeting at or near the site regarding the proposed plan
and any proposed findings relating to deanup standards

¦	Keep a transcript of the meeting and make such transcript available to the public

¦	Include in the proposed plan sufficient information to provide a reasonable
explanation of the preferred remedy and alternative proposals considered

Additionally, notice of the final remedial action plan set forth in the ROD must be
published and the plan must be made available to the public before commencing any
remedial action. Such a final plan must be accompanied by a discussion of any
significant changes to the preferred remedy presented in the proposed plan along
with the reasons for the changes. A response (Responsiveness Summary) to each of
the significant comments, criticisms, and new data submitted in written or oral
presentations during the public comment period must be included with the ROD.

The Upper Tenmile Creek watershed has many stakeholders, including landowners,
local communities, state and local government, and special interest groups, as well as
EPA and several other federal agencies. These stakeholders include the following:

¦	Upper Tenmile Watershed Steering Committee

¦	Upper Tenmile Technical Subcommittee

¦	Lewis and Clark County

¦	City of Helena

¦	Rimini Caucus

¦	DFWP

¦	Montana Department of Natural Resources and Conservation (DNRC)

¦	DEQ

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Section 3
Community Participation

¦	Montana Bureau of Mines and Geology

¦	U.S. Geological Survey

¦	USFS

¦	U.S. Fish and Wildlife Service (USFWS)

¦	EPA

In October 1996, at the request of the Upper Tenmile watershed steering committee,
the EPA remedial project manager for the site began attending the committee's
monthly meetings. The meetings were held in Rimini during the summer and in
Helena in the winter. The meetings, which were initiated in 1996 and are currently
ongoing, provide a forum for stakeholders to voice their issues and concerns and for
EPA to respond to these comments in a meaningful way. These meetings also enable
EPA to inform stakeholders of its Removal and Remedial Program opportunities and
activities in the upper Tenmile Creek watershed. Initially, the meetings focused on
the need for information about contaminant loading and the availability of funding
for investigation and cleanup. EPA funded water quality and quantity monitoring
studies under a Section 309 grant and then under site investigation funding. The
water monitoring included a detailed loading analysis to identify point sources and
help prioritize cleanup efforts.

The Agency for Toxic Substances and Disease Registry (ATSDR) has also been active
in communicating information about site risks to the general public. ATSDR
conducted a public health assessment for the site, which was released in April 2001.
In preparing and discussing the public health assessment, ATSDR held public
meetings in Rimini on May 25, 2000, and June 21, 2001.

November 1998: EPA met with a reporter from the Helena Independent Record,
which resulted in a front-page article on November 17,1998. Increased interest led
EPA and DEQ to meet with many entities of the upper Tenmile Creek watershed and
the adjacent Basin Creek/Cataract Creek watersheds.

December 7,1998: The Lewis and Clark County Water Protection District sent a
memorandum to EPA Superfund Branch Chief Robert L. Fox compiling public
comments regarding proposed mine waste cleanup activities in the Upper Tenmile
Creek watershed. On February 25,1999, Mr. Fox responded with a letter to the Lewis
and Clark County Water Protection District, stating that Mike Bishop of the EPA
Montana Office and Paul Peronard of the EPA Denver Office had held numerous
meetings with various potentially affected interests. Relevant information was
distributed to the Upper Tenmile Watershed Steering Committee at its February 25,
1999 meeting.

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Section 3
Community Participation

March 22 and 24,1999: EPA held joint public availability sessions with the USFS in
Helena and Basin regarding the proposal to use the LuttreD Pit for mine waste
disposal for the Upper Tenmile Creek Mining Area and Basin Mining Area sites.

Spring 1999: EPA met with the communities of Rimini and Basin, local watershed
groups, County Commissioners, and the Lewis and Clark County Board of Health
during its preparation of a HRS scoring package to discuss possible NPL designation.
EPA held public meetings in Helena and Rimini to discuss the NPL process Both
meetings were advertised in a public notice in the Helena Independent Record. EPA
also notified the public of the availability of its proposed HRS scoring package
(prepared on May 10,1999). The public was given an opportunity to voice their
concerns during a public comment period held in conjunction with the proposed
listing.

Summer 1999: EPA prepared a document to provide responses to public comments
on the EA prepared by DEQ en June 24,1999. The EA dealt with a proposed land use
change at the BCM to provide for the use of the Luttrell Pit as a mine waste
repository.

July 22,1999: EPA published in the Federal Register its proposal to add the Upper
Tenmile Creek Mining Area Site to the NPL. The announcement began a 60-day
public comment period. EPA also issued a press release regarding the proposal.

October 22,1999: The final rule listing the site on the NPL was published in the
Federal Register.

October 28,1999: The Upper Tenmile Watershed Steering Committee met in Rimini
to hear the concerns of residents and property owners of the watershed regarding the
summer 1999 field season of the EPA's Removal Program project. The Upper
Tenmile Watershed Steering Committee also sent a letter to Mr. Fox on November 30,
1999, which outlined concerns of residents regarding the 1999 field season.

November 1999: EPA Region VIII prepared a fact sheet which provided information
on the site history, upcoming activities, environmental progress, EPA contact
persons, and information repository locations.

December 1999: EPA conducted interviews with affected residents, local officials,
and other interested parties to assess community members' issues and concerns about
the site. In addition, EPA briefed the community about the upcoming RI.

August 2000: EPA facilitated a series of meetings with the City of Helena, DFWP,
and representatives of the community of Rimini to discuss options to augment stream

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Section 3
Community Participation

flow within Tenmile Creek below Rimini. The city agreed to temporarily allow part
of Minnehaha Creek stream flow to bypass the city's water intake structure on that
tributary and augment Tenmile Creek flows. Flow was bypassed for approximately
six weeks.

September 2000: EPA issued a fact sheet summarizing site information and
describing potential remedial options being considered at the site.

December 2000: EPA sent letters to site residents providing the sample analytical
results for those residential wells that had been sampled. On January 11, 2001 EPA
held a public meeting in Rimini to explain and discuss the results of the sampling of
the residential groundwater wells, to recommend that additional tap water samples
be collected and analyzed, and to offer replacement bottled water to those residents
whose tap water from residential wells exceeded EPA's maximum contaminant level
(MCL) concentrations for drinking water.

February 21, 2001: EPA released the draft RI report for public comment.

March 23,2001: EPA released the draft FS report for public comment.

May 3, 2001: EPA met with a joint session of the City of Helena and Lewis and Clark
County commissioners to discuss project issues and the remedial alternatives that
EPA was considering.

July 2001: EPA provided a preliminary draft of the proposed plan to agencies and
site residents to obtain public comment and feedback regarding several of the
remedial options being considered by EPA. The public expressed considerable
support for providing additional water storage and Tenmile Creek flow
augmentation, although concern was expressed over the potential loss of valuable
wetlands habitat if the Travis location were selected for a new water storage
reservoir. As a result of the public comment on the draft proposed plan, EPA
identified and evaluated possible alternative locations for additional water storage
capacity in the watershed.

October 22,2001: EPA released the proposed plan for public comment. Public
hearings on the proposed plan were held in Rimini on November 8,2001 and in
Helena on November 13, 2001. A formal public comment period was open from
October 22, 2001 to November 21, 2001. The RI, FS, and proposed plan were made
available to the public in the Administrative Record, located at the EPA Montana
Office in Helena and at the Lewis and Clark Public Library.

EPA's responses to public comments received during the public comment period are
included in the Responsiveness Summary of this ROD.

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Section 4

Scope and Role of Operable Unit

The Upper Tenmile Creek Mining Area Site covers a wide geographical area and
exhibits a complex array of interrelated environmental and land use factors that
determine the fate and transport of chemicals of concern (COC) with the watershed
and their impact on human and environmental receptors. To address the site
contamination in a logical manner, EPA established the following operable units
(OUs) at the site:

OUO	Sitewide

OU1	Red Mountain Mine

OU2	Bunker Hill Mine

OU3	Luttrell Pit

OU4	Watershed

OU5	Susie Mine

OU6	National Extension Mine

OU7	Peerless and Queensbury Mines

OU8	Upper Valley Forge Mine

OU1, OU2, OU3, OU5, OU7, and OU8 have been the subject of specific removal
actions over the last five years. At these OUs, mine waste materials have been
excavated and disposed of at the onsite Luttrell repository. Post-removal reclamation
has included backfilling of excavated areas, placement of cover soil and vegetation,
including trees for soil stabilization. AMD generally has not been addressed by the
removal actions. Removal action has been considered, but not yet taken at OU6, the
National Extension Mine.

Watershed OU4 encompasses all of the other site OUs and includes all historic
inactive or abandoned mine sites located at the Upper Tenmile Creek Mining Area
site. In addition to the mine sites, OU4 also includes all other media known to be
impacted by mine-related contamination, including AMD, groundwater, surface
water, stream sediments, residential yards, and contaminated roadways. Since it
addresses all mine sites and all media at the site, this ROD is expected to be the only
ROD for the site. The selected remedy for the site includes provisions to conduct
ongoing long-term monitoring of removal actions taken at the removal OUs and to
take additional remedial action at those OUs if necessary to meet site performance
standards.

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Section 5

Summary of Site Characteristics

Section 5

Summary of Site Characteristics

5.1	Site Overview

The Upper Tenmile Creek Mining Area Site comprises approximately 53 square miles
of the uppermost portion of the Tenmile Creek watershed (refer to Figure 1-2), which
extends from U.S. Highway 12 south to the drainage divide adjoining the Basin
Creek, Cataract Creek, and Telegraph Creek watersheds. To the west, the site is
bounded by the Continental Divide. Upper Tenmile Creek flows from its headwaters
to the northeast and then north through a deep gorge between Red Mountain and
Lee Mountain until it enters a relatively wide alluvial valley as it exits the site near
Highway 12. The headwaters of upper Tenmile Creek are about five miles upstream
of the community of Rimini, which is located in the approximate center of the site.
From its headwaters, Tenmile Creek flows for approximately 25 miles before entering
Lake Helena. Only the uppermost 13 miles of Tenmile Creek are located in the site.

The site lies within the Northern Rocky Mountain physiographic province, which is
characterized by a succession of distinct mountains and valleys. The upper Tenmile
Creek drainage basin is mountainous with high and sharp relief. Red Mountain,
southeast of the community of Rimini, rises to an elevation of 8,150 feet amsl and
represents the highest point in the watershed. Upper Tenmile Creek originates at an
elevation of approximately 7,200 feet amsl and drops to 4,380 feet amsl at the
northern boundary of the site. Lee Mountain, directly west of Red Mountain, rises
above the valley to an elevation of 7,064 feet amsl.

5.2	Site Conceptual Model

As shown in the site conceptual exposure model (Figure 5-1), contaminants may be
released from mine waste rock piles and tailings piles through surface water runoff,
wind and water erosion, infiltration/leaching to groundwater, biotic uptake, or waste
transport by human activity. Adits may discharge contaminants to surface water or
leach them to groundwater. These releases may result in contamination of media,
such as surface soil, surface water, stream sediment, and groundwater, that then
become secondary sources. The secondary sources release contaminants in a number
of ways. Contaminants in surface water may be released to sediments (through
precipitation, deposition, and adsorption), biota (through uptake), and groundwater
(through infiltration). Contaminants in soil are released primarily to biota (through
uptake), air (wind-generated dust), or interior dust (tracking). Contaminants in
groundwater may discharge to surface water, and contaminants in sediment may be
released to surface water (through adsorption/desorption) and biota (through
uptake). Cycling of contaminants among site media will also occur. For example,
metals may partition between surface water and sediments and migrate between
surface water and groundwater in gaining and losing stream reaches.

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Primary
Sources

Primary
Release
Mechanisms

Secondary
Sources

Acid Mine
Drainage

Leaching/
Infiltration

Groundwater

Surface Water
Runoff

Surface Water
(streams, creeks,

ponds, pools)
—H—

Waste Rock/
Tailings

Waste Erosion
(Water)

Waste Erosion
(Wind)

Waste Transport
(Human Activity)

Adsorption/
Desorption/
Precipitation
A

Instream
Sediment
(streams, ponds)

Surface Soil

Fig 5-1 .ppt

Secondary

Release
Mechanisms

Exposure
Pathway

Figure 5-1

Site Conceptual Exposure Model

Potential
Receptors

Deposition —

Ingestion of
Drinking Water
(groundwater)

Direct Contact/

Ingestion
(surface water)

Direct Contact/

Ingestion
(soil/sediments)

Human

Biota

Resident

Worker

Recreationist

Aquatic Species

Terrestrial Species

Piscivorous Bird:
& Mammals











Ingestion of
Home-grown
Produce





—»

o











Ingestion of
Contaminated
Fish/Prey





—*

•



•

•

•

•

Tracking/







Dust Inhalation/





Wind Transport

—r+

















Ingestion/

—»

•

•

•







	~

Direct Contact















'Open circle indicates qualitative assessment only


-------
Section 5

Summary of Site Characteristics

Potential human receptors include site residents, workers, and recreationists. Biota
receptors are terrestrial and aquatic species, including piscivorous birds and
mammals. Key potential exposure pathways are ingestion of groundwater and
surface water, ingestiort of home-grown produce or contaminated fish/ prey, direct
contact or incidental ingestion of soils, sediments, and dust inhalation, ingestion, or
direct contact.

5.3 Known and Suspected Sources of Contamination

Investigations at the site have documented releases of hazardous substances
containing elevated concentrations of arsenic and metals (cadmium, copper, lead,
zinc, and others) that may pose risks to human health and the environment. COCs
have been observed to exceed established human health or environmental standards,
including EPA MCLs for drinking water and state water quality criteria for aquatic
life. These COCs are derived primarily from uncontrolled sources of waste rock,
tailings, AMD and acid rock drainage (ARD), and contaminated groundwater,
surface water, soil, arid stream sediments.

Mining Wastes

Mining wastes at the site are a principal source of contamination and are generally
composed of waste rock and tailings. Waste rock material consists of rocks excavated
or removed from the ground during mining operations, but not processed for mineral
recovery. Composition of this material can vary greatly depending upon specific
mine operations and geology. Some waste rock may contain COCs similar to that of
background or host rock not associated with the mineralized ore bodies. Other waste
rock may be highly mineralized, ore-grade materials with high concentrations of
metals and arsenic. Waste rock can also vary greatly in size, from fine-grained to
cobble or larger-size material.

Tailings are solid-matrix waste products from ore processing or concentrating
operations. Tailings are typically fine-grained material deposited hydraulically in
impoundments or settling ponds. There are only a few tailings deposits at the site
because the abandoned mines typically did not utilize ore processing facilities. Most
of the abandoned mine sites exhibit primarily waste rock materials.

Exposure of sulfide-bearing waste rock and tailings materials to oxygen and water-
rich environments can result in the production of AMD and ARD, which are
discussed in more detail below. Waste rock and tailings deposits are usually
unvegetated or sparsely vegetated, in part because elevated metals concentrations
and low pH, and may be susceptible to erosion by wind, precipitation, and surface
water. In addition, when subject to precipitation and surface water flow, COCs in

Upper Tenmile Creek ROQwpd

5-3


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Section 5

Summary of Site Characteristics

these wastes may also be leached into surface water, groundwater, sediments, and
soil.

Acid Mine and Acid Rock Drainage

AMD is metal-bearing acidic water discharged from underground mine workings
through adits, tunnels, or shafts. ARD is a similar discharge of metal-bearing acidic
water resulting from water seeping or flowing through and from acid-generating
materials, such as waste rock, tailings piles, or mineralized rock formations. When
host rock bearing sulfide minerals become exposed to water, the sulfide undergoes an
oxidation reaction that produces sulfuric acid (H2S04). AMD and ARD occur when
the amount of sulfuric acid generated is greater than the acid neutralizing capacity of
the host rock. The decreased pH of AMD/ARD increases the solubility of many
metals; thus, AMD and ARD waters can have highly elevated concentrations erf
metals. These waters frequently discharge directly into surface water and are
significant sources of metal loading to surface waters.

Contaminated Surface Waters

Contaminated surface water (including adit discharges) at the site may flow directly
into tributaries under normal flow conditions or under storm or snowmelt runoff
conditions. Storm events transport released contaminants and waste rock materials
to the tributary drainage channels that convey these contaminants downstream to
upper Tenmile Creek. The deposited waste material may continue to contribute to
metals loading through leaching.

Contaminated Stream Sediments

Contaminated stream sediments are typically the result of waste rock and tailings
materials deposited in streams through erosional mechanisms and the adsorption
and precipitation of metals from the water column. This deposited waste material
can contribute to metals loading through leaching. In addition, contaminated stream
sediments can become a source of contaminant releases to surface water when
precipitated COCs become remobilized due to dissolution and resuspension.

5.4 Investigation and Sampling Approach

EPA relied on the use of historical data to the extent practicable and limited the
collection of RI data during the 2000 field season to only those data necessary to
support the FS evaluation, risk assessment, and cleanup decision-making process.
Historic data sets were evaluated in the data summary and usability report (CDM
Federal Programs Corporation [CDM] 2000).

Upper Tenmile Creek ROQwpd

5-4


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Section 5

Summary of Site Characteristics

5A.1 Waste Source Areas

To fully delineate the nature and extent of mining-related contamination at the site, it
was determined necessary to document environmental conditions at all historic mine
sites in this watershed. EPA determined that a reconnaissance would be conducted
at all known and previously unknown mine sites, but that the degree or intensity of
each mine survey would be based on the level of existing knowledge of the site and
on a field assessment of potential human health or environmental impacts. A total of
150 mine sites were identified at the site.

The focus of the 2000 investigation was to:

¦	Identify and document the location of unknown mine sites.

¦	Verify the location of all known mine sites.

¦	Conduct a survey at all mine sites to determine if sampling was required (this was
based on the completeness of the historic data set for each mine site and an evaluation
in the field of potential human and environmental health risks).

¦	Sample, as necessary, to complete the data set for the key mine sites (a sampling
decision logic was used to determine sampling intensity).

5.4.2	Surface Water

EPA determined that additional surface water monitoring in the watershed was
needed to better define specific contaminant loadings from selected areas of waste
sources. EPA collected additional surface water quality samples from the streams,
adit discharges, seeps, and springs within the vicinity of Rimini and at selected sites
in the other subareas (Upper Tenmile Creek/ Monitor Creek, Banner Creek/ Ruby
Creek, Beaver Creek, Minnehaha Creek, Bear Gulch/Walker Creek, and the Tenmile
Mainstem).

EPA also determined that it would be desirable to collect surface water samples
during storm events in order to gather data with respect to COC loading that can
occur during these storms. However, the summer of 2000 was one of the driest on
record at the site. The only substantial rainfall event occurred over the July 4th
holiday weekend when field crews were not on site. Thus, a major rainfall runoff
event was not sampled. Several smaller rainfall or snowmelt events were sampled in
late September and early October 2000.

5.4.3	Sediment

EPA sampled stream sediment in depositional areas near the mouths of Beaver
Creek, Bear Gulch, and Walker Creek and downstream of identified waste source

Upper Tenmile Creek ROQwpd

5-5


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Section 5

Summary of Site Characteristics

areas in these tributaries. EPA also collected additional sediment samples in the
vicinity of Rimini to bracket known source areas and perform grain size analysis on
select sediment samples from the Tenmile Creek mainstem. Mercury was analyzed
in sediment at a number of locations to better understand the extent of mercury
contamination, primarily near the Banner Creek Tailings, which was suspected
because of the historical use of mercury for amalgamating gold in placer mining
operations.

5.4.4	Groundwater

To accurately establish the nature and extent of groundwater contamination and
groundwater impact on the surface water quality in Tenmile Creek, EPA located,
documented condition of, and sampled pertinent existing residential and water
supply wells within the site. EPA also sampled numerous springs and seeps within
each subarea to get a better understanding of both background groundwater
conditions throughout the site and to identify any potential areas of concern
downgradient of individual mine sites.

5.4.5	Residential Yards and Roadway Areas

EPA sampled soil from residential yards to determine potential risks to residents in
the community of Rimini and in the Landmark Subdivision (near the Tenmile Water
Treatment Plant). EPA also sampled roadway materials at select locations along
Rimini Road in Rimini to investigate the significance of prior use of mine waste
materials for road repair work.

5.5 Types of Contamination and Affected Media

Contamination in Tenmile Creek is primarily related to the residual waste
rock/ tailings piles and discharging mine adits at many of the approximately 150
abandoned hard rock mine sites located in the watershed. Environmental data
gathered from these mine sites demonstrate the release of arsenic, cadmium, copper,
lead, zinc, and other hazardous substances that pose unacceptable risks to human
health and the environment. These COCs, which are present in the groundwater,
surface water, stream sediments, mine waste material, and residential soils, often
exceed established regulatory standards for drinking water and aquatic life, and
exceed levels in soil considered protective of public health and terrestrial ecological
receptors such as plants and animals. Since these mine wastes may potentially
contaminate drinking water supplies for local residents and the City of Helena, they
pose a potential health threat. Tissue samples from Tenmile Creek fish have shown
elevated levels of arsenic. Table 5-1 provides information about the principal COCs
at the site, noting their average and maximum concentrations in site media, as well as
estimated quantities of media impacted.

Upper Tenmile Creek RODwpd

5-6


-------
Table 5-1

Summary of Contamination and Affected Media

Media	Primary	COC Concentration	Quantity/'Voiume of

COCs	Waste

i

Water





Average1

Maximum







(M9/L)

(M9/L)



Surface Water

Aluminum3

15.9-779

46,500"

About 7 miles of Tenmile Creek



Arsenic

2.7 - 345

10,000

moderately to severely deg-aded



Cadmium

1.1-37

702"





Copper3

2.0-42.1

860*





Iron

230 - 4,256

147,000





Lead

1.1-46

1,394





Manganese

25 - 786

30,770"





Zinc

26-2,821

82,500



Acid Mine

Arsenic

5.4 - 2,870

27,700

Discharges from approximately

Drainage

Cadmium

2.8-126

724

35 adits, with combined flow

Iron

436 - 39,075

374,000

totaling about 75 gallons per



Lead

3.0-120

2,150

minute



Manganese

71 - 5,802

31,500





Zinc

33-14,861

93,500



Groundwater

Arsenic

5.1-54

3,490'

Shallow aquifer near Rimini



Cadmium

0.3-18.4

237

severely degraded



Iron

901 -13,838

24,900*"





Lead

1.4-131

2,460'





Manganese

70-5,699

11.5002





Zinc

36 - 6,499

50.1002



Solid





Average

Maximum







(mg/kg)

(mg/kg)



Waste Rock

Arsenic

62-12,350

121,000

340,000 cubic yards of waste at

and Tailings

Cadmium

0.4 - 85

620

150 mine sites



Lead

42 - 7,090

48,700





Mercury

0.2 - 9.3

112





Zinc

59-1,450

82,456



Residential

Arsenic

193-407

1,250

Estimated 63 of 82 residences

Yards

Lead

157-494

1,258

affected and 20,000 cubic yards









of contaminated soil

Roadways

Arsenic

2,668

6.485

Approximately 5,000 linear feet



Lead

2,373

6,769

of roadway in Rimini containing









waste rock

Stream

Arsenic

26.9 - 3,482

68,300

About 4,500 feet of stream

Sediment

Cadmium

0.8-45

666

channel degraded



Lead

43 - 593

3,050





Zinc

104-2,235

68,600



Note:

1	Range shown is of average concentrations by subarea.

2	Includes data from shallow piezometers in waste materials at Lee Mountain site.

3	Summary statistics for aluminum and copper in surface water are based upon dissolved

concentrations reported in the ecologcal risk assessment (CDM 2001a).

4	Maximum surface .water concentrations reported are for the dissolved fraction, not the

total recoverable fraction.

Table 5-1 .wpd


-------
Section 5

Summary of Site Characteristics

5.5.1	Mine Site Waste Rock and Tailings

RI data indicate that the waste material at most historic mine sites present risks to
human health and the environment. Some sites would pose risks to human health if
they were developed for residential use, but do not pose risks to recreational users.
Additionally, some sites do not pose risks for any type of human use, but pose risks
to terrestrial ecological receptors. In the Tenmile Cieek Near Rimini, Beaver Cieek,
and Minnehaha Creek subareas, nearly all mine sites present a potential risk to
human health (under either residential or recreational exposure scenarios) and to
terrestrial ecological receptors. The RI identified 31 mine sites that pose a potential
risk to aquatic receptors during runoff or high stream flow conditions.

Analytical results from excavated soil pits at selected mine sites indicate that, in
general, COC concentrations in the relic soils beneath waste material are elevated
relative to background soil concentrations and risk-based human health preliminary
remediation goals (PRGs) and ecological toxicity reference values (TRVs). This
enrichment of the relic soil indicates a downward migration, or leaching, of the
COCs. Although trends vary between mine sites and among the COCs, the 6- to 12-
inch soil interval generally has a greater degree of COC accumulation than the 24- to
30-inch interval. Because background soil conditions vary throughout the site, the
depth to which contaminated soil may need to be removed during cleanup will be
determined on a site-by-site basis during remedial design. Additionally, the degree
to which COCs in soil could migrate from a site (e.g, soil to groundwater migration)
will need to be determined during the design phase and factored into the remedial
design.

5.5.2	Acid Mine and Acid Rock Drainage

The investigation for AMD/ARD was concurrent with the investigation for surface
water. The RI reconnaissance noted 37 discharging adits in the site. These adit
waters, frequently with acidic pH and elevated metal concentrations, are significant
sources of COC loading to the Tenmile Creek watershed. This is covered more
thoroughly in the next section.

5.5.3	Surface Water Quality and Contaminant Loading

Seasonal surface water flow in the mountainous watershed containing Tenmile Creek
and its tributaries is highly variable. Flow predictions, based on hydrologic
modeling and 30-year flow trends, indicate that the estimated average monthly
natural flow in Tenmile Creek at the downgradient end of the site (without
subtracting the Helena water supply system withdrawals) would range from
approximately 3.9 cubic feet per second (cfs) in January to 122 cfs in May. For seven
months of a typical year, flow in Tenmile Creek leaving the site is predicted to be less
than 10 cfs under natural conditions (i.e., without the water system withdrawals).
Actual flow rates in Tenmile Creek are considerably less than the estimated natural

Upper Tenmile Creek ROQwpd

5-8


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Section 5

Summary of Site Characteristics

flows because of the Helena water supply system withdrawals. During mid- to
late-summer, measured flow rates in Tenmile Creek are often less than 5 cfs, with
certain reaches dewatered completely. DFWP has determined that a stream flow rate
of approximately 4 cfs in Tenmile Creek would provide habitat suitable for rainbow
and brook trout. As stream flows drop below 4 cfs, fish habitat and fish production
are reduced proportionally. Stream reaches downstream of the Helena water supply
system Tenmile Creek intake structure in Rimini have very poor water quality
because, in addition to the low flow of less than 4 cfs, AMD and discharge of
contaminated groundwater adds significant contaminant loading to the stream.

Helena's water supply system includes Chessman Reservoir and Scott Reservoir with
storage capacities of 350 and 196 million gallons of water, respectively. Diversion
structures for city water are located on Banner Creek, Beaver Creek, Tenmile Creek,
Minnehaha Creek, Moose Creek, and Walker Creek. Once captured, this water is
conveyed via underground pipe to the Tenmile Creek water treatment plant The
treatment plant was constructed in 1990 and has a maximum treatment capacity of 9
mgd.

Table 5-2 summarizes water quality in Tenmile Creek and key tributaries for the
synoptic sampling event that occurred June 20-22, 2000 for the RI. Surface water
quality is highly variable, but generally water quality is good in the uppermost
tributaries of the site and degrades in the downstream direction. In the lower portion
of the watershed near the city's water treatment plant, concentrations of COCs often
exceed or are very near chronic aquatic life standards for aluminum, cadmium,
copper, lead, and zinc and are near human health standards for arsenic. Impacts in
Tenmile Creek are greatest near the community of Rimini, where COC concentrations
greatly exceed aquatic life standards for aluminum, cadmium, copper, lead, and zinc.
In this area, human heath standards have been exceeded for arsenic, cadmium, iron,
lead, and manganese, indicating a risk to public health if this water is used for
drinking.

Contaminant loading calculations were presented in the RI (CDM2001b) andRI/FS
addendum (CDM2001c). For individual mine sites, when possible, net loads were
calculated based upon discharge and water quality measurements from immediately
upstream and downstream of the mine site. This method accounted for contributions
of COCs from different media (adit discharge, surface water gains from groundwater,
and contaminated waste material and sediment). If only adit discharge data were
available, the loading from the adit was calculated. Loading calculations for the top
25 overall sources of COC loading to surface water are summarized in Table 5-3.

Upper Tenmile Creek ROQwpd

5-9


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Table 5-2

Representative Baseflow Water Quality in Tenmile Creek and Key Tributaries

June 20-22, 2000

Station

Date

Discharge

fefs)

Arsenic

Cadmium

Copper

Load

Zinc

Hardness

DISS.

TOTAL

&*g/L)

DISS.
(f&L)

TOTAL
iMQll}

DISS.


TOTAL
(f0/L)

DISS.

(t> g/L)

TOTAL
(//g/L)

DISS.

-------
Table 5-3

Ranked Top 25 Mine Site Sources of Loading to Surface Water





Adit
Discharge?

Arsenic

Cadmium

Copper

Lead

Zinc

Ranked Mine Site

Subarea

LOAD
(lbs/day)

% of TOTAL

S.OAP
(lbs/day)

% of TOTAL

LOAD
(lbs/day)

% of TOTAL

LOAD

. % of TOTAL
(lbs/day)

.. % of TOTAL
(lbs/day)

Lee Mountain

TR

Y

0.18

29.13%

0.011

14.49%

0.015

2.40%

0.0065

5.78%

1.6

14.45%

Red Mountain Complex

TR

Y

0.011

1.78%

0.0061

7.98%

0.051

8.29%

0.037

32.74%

0.75

6.78%

Susie

TR

Y

0.41

66.45%

0.014

17.78%

0.0065

1.05%

0,00076

0.67%

1.84

16,59%

Bunker Hill

TR

Y

0,013

2.10%

0.0058

7.64%

0.0097

1.57%

0,025

22.22%

1.26

11.38%

National Extension

BC

Y

0.045

7 34%

0.00093

1.22%

0.0067

1.09%

0.022

19.26%

0.12

1.04%

Little Sampson

TR

N

0.032

5.18%

0,

0.00%

0.007

1.05%

0.016

14.22%

3.11

28.10%

Red Water

TR

Y

0 021

3.33%

0.0053

6.95%

0.0011

0.18%

0.000097

0.09%

1,22

10,99%

Upper Valley Forge

TR

Y

0.0)18

0.30%

0.00012

0.15%

0.00045

0.07%

0.00082

0.73%

0.020

0 18%

Peerless Jenny Adit #2

RC

Y

0.00005

0.01%

0.0006

0.79%

0.0072

1.17%

0.0004

0.36%

0.083

0,75%

Queensbury

RC

Y

0.00013

0.02%

0.000077

0.10%

0.00035

0.06%

0.00)72

0.64%

0.015

0.13%

Peerless Jenny Adit #1

RC

Y

0.0)02

0.03%

0.00004

0.05%

0.0003

0.05%

0.0007

0.62%

0.01

0.09%

Former Stanton

TR

N

0.00032

0.05%

0.000044

0.06%

0,00019

0.03%

0.00)18

0.16%

0,0085

0.08%

Armstrong

MC

Y

-0.002

-0.32%

0.013

17.12%

0,03

4.86%

-0.0065

-5.78%

2.56

23.13%

Alley Fraction

TR

N

0.00076

0.12%

-0.00072

-0.95%

0.0053

0.86%

0.0012

1.11%

0.0034

0.03%

Bunker Mile

TR

N

0.00086

0.14%

0.0

0.00%

0.0)086

0.14%

0.00017

0.15%

0.011

0.10%

Atlas

RC

Y

0.00043

0.07%

0.000045

0.06%

0,000094

0.02%

0.00029

0.25%

0.00089

0,01%

Castle Rock

TR

N

0.00065

0.11%

0.000017

0.02%

0.00016

0.03%

0.00013

0,12%

0 0020

0.02%

Banner Creek Tailings

RC

N

0,00064

0.10%

0.00011

0.14%

-0.00062

-0.10%

0.00016

0.14%

0.0037

0.03%

Johny #2

TR

Y

0.0013

0.22%

0.000018

0.02%

0,000084

0.01%

0,0000019

0.00%

0.0018

0.02%

Evergreen #3 and S.P. Bassett

TR

N

0.00029

0.05%

0.000016

0.02%

0.000034

0.01%

0.00039

0,35%

0.0015

0,01%

Jumbo

TR

N

-0.0012

-0 19%

0.00059

0.78%

0.0011

0.17%

-0.00065

-0.58%

0.095

0,86%

Helena

RC

Y

0.

-0.01%

0.0000014

0.00%

0.0022

0.35%

0.00015

0.13%

0,0044

0.04%

1900

UT

Y

0.00Q009

0.00%

0.000013

0.02%

0.000057

0.01%

0.00020

0,18%

0.0015

0.01%

Johny #1

TR

Y

0.00030

0.06%

0.0000095

0.01%

0.000011

0,00%

0.00013

0.12%

0.0020

0.02%

WA Alley

RC

Y

0.0010

0.16%

0.

0.00%

-0,00072

-0.12%

0.00022

0.19%

0.0062

0.06%

Total Top 25 Mine Site Loads

0.718

116.24%

0.057

74.47%

0.144

23.24%

0.106

93.86%

12.719

114.91%

Background Load

0.0676

10.95%

0.018

23.83%

0.11

17.11%

0.013

11.25%

0.36

3.27%

Total Basin Load (measured at water treatment plant)

0.62

100.00%

0,08

100,00%

0.62

100.00%

0.11

100.00%

11.07

100,00%

Unaccounted Load

-0.168

-27.19%

0.001

1.70%

0.368

59.66%

-0.006

-5.11%

-2.012

-18.18%

Note:

UT = Upper Tenmile Creek/Monitor Creek Subarea
RC = Banner Creek/Ruby Creek Subarea
TR = Tenmile Creek Near Rimini Subarea
BC = Beaver Creek Subarea
MC = Monitor Creek Subarea

Table 5-3 Load Accounting.xls


-------
Section 5

Summary of Site Characteristics

Mine sites contributing significantly to the contamination of surface water via the
discharge of adit water and/or contaminated groundwater include the Susie, Lee
Mountain, National Extension, Red Water, Red Mountain complex, Armstrong, Little
Sampson, and Bunker Hill. The two largest contributors of arsenic to surface water
in the upper Tenmile Creek watershed are the Susie mine site adit and the Lee
Mountain site. The Susie adit, the Lee Mountain site, and the Armstrong site are the
largest contributors of cadmium to Tenmile Creek or its tributaries. The largest mine
site contributors of copper are the Red Mountain complex and the Armstrong site.
The largest contributors of lead are the Red Mountain complex, Bunker Hill, National
Extension, Little Sampson, and the Lee Mountain sites. The Little Sampson,
Armstrong, and Susie mine sites contribute the largest zinc loads in the basin. Waste
removal and reclamation work has been conducted on the Red Mountain complex,
the Susie site, and the Armstrong site in the last two years, although none of the
cleanup actions addressed adit discharges.

As was discussed in Section 5.4.2, because 2000 was one of the driest years on record
at the site, storm water data for a major storm event were not collected. During
storm events, erosion of contaminated mine wastes and soils can enter surface water
drainages, substantially increasing the loading of COCs to surface water. Storm
water can also infiltrate into mine waste piles and leach contaminants into subsoils
and groundwater. Storm water can also infiltrate into mine workings, and increase
adit discharge amounts.

5.5.4 Stream Sediment Quality and Potential Impacts to Surface
Water

Sediment data from the 2000 RI were scored based on the number of exceedances of
risk-based ecotoxicity criteria. These were then grouped into three qualitative
classes: poor quality, moderate quality, and good quality. Stream reaches with the
best sediment quality are located in the headwaters of Tenmile Creek. Sediment
quality in Tenmile Creek deteriorates immediately upgradient of Poison Creek;
sediment quality is either moderate or poor from this point downgradient to the
water treatment plant. Sediment sampling stations with the worst sediment quality
are located near Rimini and in the Tenmile Creek Mainstem Subaiea (i.e.,
downgradient of Minnehaha Creek). Poor sediment quality occurs within Tenmile
Creek above the Red Water adit, below Moore's Spring Creek and above Minnehaha
Creek. Nearly all of the sediment samples collected in Tenmile Creek have poor
quality from below Moore's Spring Creek to above Minnehaha Creek. Poor sediment
quality in Tenmile Creek was observed below Moose Creek (probably not from
Moose Creek) and below Bear Gulch within the Tenmile Creek Mainstem Subarea.
Most tributaries between Poison Creek and Walker Creek had moderate sediment
quality; however, Spring Creek and Moore's Spring Creek had poor sediment quality,

Upper Tenmile Creek ROQwpd

5-12


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Section 5

Summary of Site Characteristics

and Moose Creek and Walker Geek (above the city diversions) had good quality
sediment. Sediment in Beaver Geek was of moderate quality due primarily to
copper, but also due to high concentrations of arsenic, cadmium, and zinc.

5.5.5	Groundwater Quality

Groundwater data used for the RI included historic data for wells as well as data for
wells, seeps, and shallow piezometers sampled during the 2000 investigation.
Groundwater data were evaluated for residential wells located in the community of
Rimini and in developed northern portions of the site.

Data indicated that groundwater contamination from historic mine sites is most
severe in the Rimini area and on the northwestern flank of Red Mountain,
downgradient of the Red Mountain complex. Groundwater contamination is also
apparent in the upper portions of the Monitor Creek and Upper Tenmile Creek
tributaries (downgradient of the BCM) and locally at specific mine sites scattered
throughout the site.

Contaminated groundwater beneath the community of Rimini and in the areas where
recreational cabins are located on the northwestern flank of Red Mountain pose the
greatest threat to human health. From a human health perspective, sites considered
high priority relative to groundwater are the Susie, Lee Mountain, and the Red
Mountain complex . Groundwater contamination at more remote mine sites will not
impact human health unless these areas are developed in the future. Local
groundwater contamination at remote mine sites, however, may impact aquatic life if
the groundwater discharges to surface water and results in exceedances of aquatic
water quality criteria.

Elevated arsenic concentrations are pervasive in the groundwater in the Rimini area
and in the northern portion of the Tenmile Creek Mainstem Subarea. Concentrations
of arsenic were frequently detected in samples collected in these areas at
concentrations above the state human health standard High arsenic concentrations
in the Rimini area are indicative, in some cases, of AMD from historic mine sites.
However, elevated arsenic concentrations in groundwater (less than about 100
micrograms per liter [|xg/L]) also may be a product of natural mineral dissolution. In
the northern portions of the site, pervasive arsenic concentrations appear to be a
product of the local mineralogy.

5.5.6	Residential Yards

The RI also characterized the surface soil contamination at residences in the
community of Rimini relative to possible threats to human health as a result of
contaminated soil and dust ingestion. Surface soil samples were collected in 2000
from 26 residential yards in Rimini and in the Landmark Subdivision at the mouth of

Upper Tenmile Creek ROQwpd

5-13


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Section 5

Summary of Site Characteristics

the Tenmile Creek canyon. This sampling included both general yard sampling and
the collection of samples from children's play areas. Yard samples were also
collected from selected cabin sites outside the community of Rimini. Analytical data
from the residential yard samples indicate that surface soil contamination occurs at a
majority of the residences in Rimini and at Landmark Subdivision residences near
two historic mill sites. All play areas sampled had surface soil arsenic concentrations
that exceeded the residential PRG for arsenic, indicating a potential health risk to
children who play in these areas.

5.5.7 Contaminated Roadways

Soil samples were collected from below the road surface at two locations on Rimini
Road to confirm that contaminated mine waste material had been used to repair road
sections washed out during a major flood in 1981. The analytical data from these
samples indicate that portions of the roadbed contain mine waste material that
exceeds residential PRGs for soils. This material is not an immediate threat to
residents since it is currently buried beneath the surf ace of the roadbed; however,
EPA is concerned that future exposure may occur as the road surface erodes from use
and is graded for routine maintenance, and that this material could be washed into
the stream during significant flood events.

5.6 Contamination Location and Routes of Migration
5.6.1 Lateral and Vertical Extent of Contamination

Waste rock and tailings contamination is generally limited in lateral and vertical
extent to discrete waste areas in the general vicinity of waste rock piles at individual
mine sites. The density of these mine sites is greatest in the vicinity of Rimini.

Surface water contamination is extensive through the site. Water quality in
headwater tributaries is generally good when each enters Tenmile Creek; however
the headwaters of Tenmile Creek and Monitor Creek exhibit poor water quality from
close proximity to the BCM. The most severely impaired reach of Tenmile Creek is
below Poison Creek and through the Community of Rimini because of the high
density of mine sites contributing significant contaminant loads to the creek and
decreased flows due to City of Helena water diversions. Surface water quality
generally improves downstream in the Tenmile Creek Mainstem Subarea, but still
shows exceedances of human health and aquatic standards. Surface water on
tributary drainages may also be impacted locally by individual mine sites depending
on the mine site mineralogy, the proximity of waste materials to tributaries, and the
volume and quality of adit discharges.

Upper Tenmile Creek ROQwpd

5-14


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Section 5

Summary of Site Characteristics

Sediment contamination generally follows trends similar to surface water
contamination, with extensive contamination in Tenmile Creek below Poison Creek
and throughout the reach flowing through Rimini.

Groundwater contamination is extensive near Red Mountain and in Rimini, with
concentrations exceeding human health criteria. Arsenic contamination is pervasive
throughout the Tenmile Creek Mainstem Subarea, most likely due to local
mineralogy. Otherwise, groundwater contamination is limited to localized impacts
from individual mine sites.

The extent of residential soil and play yard contamination is generally limited to
residences in the Community of Rimini; however, contamination was found at some
residential yards in the Landmark Subdivision at the mouth of the Tenmile Creek
canyon.

The extent of roadway contamination is limited to portions of the road repaired
following the 1981 flood.

5.6.2 Contamination Migration

The mobilization of COCs is dependent upon several factors, including: (1) media
type, (2) chemical concentration, (3) reaction rate, (4) rate of surface and subsurface
water flow removing contaminants and allowing the reactions to continue towards
completion, (5) erosion of soil-bound contaminants via storm water runoff and
soils/sediments carried by such flow, (6) sorption coefficients; and (7) uptake and
accumulation of contaminants by plants and animals.

COCs can be transported from waste rock and tailings through surface water or wind
erosion, mass wasting, or to groundwater through leaching.

Contaminated surface water (including adit discharges) discharged at the site may
flow directly into tributaries under normal flow conditions or under storm runoff
conditions. Storm events transport released contaminants and waste rock materials
to the drainage channels that convey these contaminants downstream to upper
Tenmile Creek. The deposited waste material may contribute to metals loading
through leaching. In addition, contaminated stream sediments can become a source
of contaminant releases to surface water when precipitated COCs become
re-mobilized due to dissolution and resuspension. In general, iron-arsenic complexes
that remove arsenic from solution are not subject to dissolution unless low pH or
reducing environments (e.g., wetlands) are encountered.

Contaminated surface waters also seep into the subsurface, contaminating the
subsurface soils and groundwater at the site. Contaminated groundwater migrates

Upper Tenmile Creek ROQwpd

5-15


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Section 5

Summary of Site Characteristics

downgradient mostly within fractured bedrock and within alluvium. Regional
groundwater flow is generally toward the north. At higher elevations, groundwater
moves through fractures, fissures, and other voids in competent bedrock toward the
valley bottoms where it discharges to unconsolidated alluvial material along the
stream channels and may subsequently resurface as a contaminant source to the
surface water.

5.6.3 Exposure Pathways

Human exposure to COCs at the site is primarily via three routes. These routes are
incidental ingestion of contaminated soils and dust, including waste rock or tailings,
ingestion of contaminated surface water, and ingestion of contaminated
groundwater. Contaminant exposure to aquatic life is primarily via direct contact
and ingestion of dissolved metals in surface water and contaminated bottom
sediments. Exposure pathways are discussed more fully in Section 7 and detailed
information is presented in the final human health risk assessment (CDM 2001d) and
ERA (CDM 2001a).

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Section 6

Current and Potential Future Land and
Water Use

6.1 Land Use

The majority of land in the upper Tenmile Creek watershed is publicly owned and
managed by the USFS. However, the valley bottoms of the Tenmile Creek mainstem
and several of the major tributaries are privately owned through the patented mining
claims associated with the numerous historical mine sites in the watershed. Patented
mining claims are also located above the valley bottoms in mineralized areas of the
Banner Creek/Ruby Creek, Beaver Creek, Minnehaha Creek, Tenmile Creek Near
Rimini, and Upper Tenmile Creek/Monitor Creek Subareas. The highest density of
patented claims are on the northern and western slopes of Red Mountain, on the
eastern slope of Lee Mountain, and near the bankrupt BCM.

Residential development is located primarily in Ihe immediate Rimini area and in the
northern portion of the site near U.S. Highway 12. Recreational or occasional-use
residential cabins are located in numerous tributary drainage basins, but are
concentrated predominantly in the vicinity of Rimini. Several ranches are located
where the topography is relatively gentle and livestock are grazed throughout the
watershed, either on private lands or USFS grazing leases. Future residential
development is expected to follow current trends. Properties near Highway 12 are
being subdivided and developed, but, with the exception of a handful of parcels near
the Lower Tenmile Mill and Kelly Mill sites, most are not near historic mining
facilities. New houses and cabins are being built and occupied, particularly on a
part-time basis, on mining claims in and near Rimini. The possible pavement of
Rimini Road by the Federal Highway Administration and construction of a
community water system for Rimini may increase the pressure for additional
residential development Current residents, preferring the rural nature of the
community, generally are not supportive of significant future development.

There is no current commercial land use at the site. Historically, numerous
commercial mining operations and a rail line existed at the site. The only commercial
mine to operate after the mid-1950s was the BCM, which closed in about 1995.
Commercial logging sales also are conducted occasionally, but the site has not been
intensively logged. EPA is not aware of any plans for future commercial
development at the site.

The land in the upper Tenmile Creek watershed is used for a variety of recreational
purposes such as hunting, hiking, camping, four-wheeling, mountain biking,
snowmobiling, recreational mining, and fishing. Increased recreational use is
anticipated as new residential homes and recreational cabins are built in the future

Upper Tenmile Creek ROQwpd

6-1


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Section 6

Current and Future Potential Land and Water Use

and as site cleanup activities improve water quality, fish habitat, and environmental
conditions at the site.

6.2 Water Use

The upper Tenmile Creek watershed is the primary source of potable water for the
City of Helena. Approximately 70 to 80 percent of Helena's potable water comes
from the watershed. The city withdraws water from Tenmile Creek and its
tributaries at five locations. In addition, the city operates two water storage
reservoirs in the basin. Chessman Reservoir, located in the headwaters of Beaver
Creek, has a capacity of 550 million gallons (1,688 acre-feet). Scott Reservoir, located
in the headwaters of Ruby Creek, has a capacity of 194 million gallons (595 acre-feet).
Chessman Reservoir is partially filled by an inter-drainage diversion from Banner
Creek using the Red Mountain flume. The location of the city's water diversion,
storage, and treatment facilities at the site are shown on Figure 1-2.

Thirteen residences within the community of Rimini are connected by pipeline to the
city's water intake structure on Tenmile Creek, providing direct access to untreated
surface water from the creek. EPA does not know the extent to and purpose for
which residents use this water, or whether the water is treated by individual users
prior to use. Most other residences within the site have individual wells to extract
groundwater for drinking water purposes. Much of the groundwater within the
immediate Rimini area is contaminated with arsenic and metals from historic mining
operations. Some of wells in the subdivisions at the north end of the site appear to
draw groundwater with slightly elevated arsenic concentrations, probably naturally
occurring. Many of the recreational cabins have wells. Some of the cabins rely on
local springs for water supply.

Future water use is expected to follow current trends. The City of Helena has
implemented voluntary water conservation measures that appear to be successful,
although the increasing number of connections are expected to result in increased
overall city water consumption over time. The city prefers to obtain as much of its
water from the Tenmile Water Treatment Plant system as possible because it is
entirely gravity fed and is relatively inexpensive to operate. Most new residential
homes and recreational cabins in the upper Tenmile Creek watershed are expected to
rely on wells for potable water, except for newly developed parcels in the immediate
vicinity of Rimini that may be able to connect to the proposed community water
system.

Upper Tenmile Creek ROQwpd

6-2


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Section 7

Summary of Site Risks

EPA completed human health and ecological risk assessments for the site (CDM
2001 d and CDM 2001a, respectively), and summaries of those assessments are
presented in this section. Based on the assessments, EPA has determined that
contaminants from historic abandoned and inactive mining operations at the site are
found in the site media at concentrations that exceed acceptable risk levels. Key
contaminants at the site are arsenic, cadmium, copper, lead, and zinc.

7.1 Human Health Risks

The final HI IRA (CDM 2001d) quantitatively evaluated potential human health risks
from exposure to chemicals of potential concern (COPCs) associated with historical
mining activities. Potential exposures to COPCs in soil, groundwater, surface water,
sediment, interior dust, airborne particulates (i.e., respirable dust), and fish were
evaluated and discussed in detail in the HHRA. The following is a summary of the
scope and findings of that document, with a focus on the chemicals of concern
(COCs) and the exposure pathways that were identified as presenting a substantial
threat to human health.

7.1.1 Media and Chemicals of Concern

COPCs in surface water, adit discharge, groundwater, waste rock/tailings, surface
soil, and sediment were quantitatively evaluated in the HHRA risk characterization
using standard methodologies. Of the original 17 COPCs, only four were carried
through as COCs. These COCs are presented in Table 7-1 by appropriate media.

Table 7-1

Summary of Chemicals of Concern for Human Health

Chemical	Surface Soil Groundwater Surface Water	Sediment

Arsenic

~

/

/

/

Cadmium



/

/



Lead

/

~

/

/

Zinc





/



Note: Surface soil includes waste rock/talings; surface water includes adit discharge.

7.1.2 Exposure Assessment

The site is comprised of several potential exposure units, corresponding to the
watershed subareas defined in the Rl. Most full-year residents live in the Tenmile
Creek Near Rimini Subarea (most within the community of Rimini itself) or the
Tenmile Creek Mainstem Subarea. In addition, a number of cabins are located on
private in-holdings within the Helena National Forest, mostly in the Tenmile Creek
Near Rimini Subarea, that are used for part-year recreational activities. Recreational

Upper Tenmile Creek ROD.wpd

7-1


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Section 7
Summary of Site Risks

use of the site by non-resident visitors is common; activities include hunting, fishing,
hiking, camping, biking, four-wheeling, and snowmobiling. Currently, no industrial
or commercial land use is found within the site. Site workere are assumed to be
associated with mine reclamation work or operation of the Helena water system
facilities.

HHRA exposure units, based on the site subareas, encompass large geographic areas.
Since the focus of the risk assessment was on development of risk-based PRGs for the
entire site, additional effort to define and evaluate exposure units on a smaller scale
was not considered necessary. Interpretation of risks and hazards within large
exposure units is discussed in detail in the HHRA.

Based on current and potential future land uses for the site, the primary populations

of concern are residents (adults and children), recreational visitors, and workers.
Complete exposure pathways for these receptors are described in Table 7-2.

Table 7-2

Exposure Pathways Evaluated for Residents,
Workers, and Recreationists

Exposure Medium	Residents	Workers	Recreationists

Air (suspended particulates)

Inhalation

Inhalation

Inhalation

Soil/Mine Waste

Incidental Ingestion

Incidental Ingestion

Incidental Ingestion

Interior Dust

Incidental Ingestion

Incidental Ingestion

NA

Surface Water
(domestic purposes)

Ingestion

Ingestion

NA

Surface Water

NA

NA

Incidental Ingestion

Groundwater
(domestic purposes)

Ingestion

Ingestion

NA

Sediments

NA

NA

Incidental

Exposure point concentrations (EPCs) were estimated for COCs for each medium
using site data from the RI citation. The EPCs were used to calculate estimated
chemical-specific chronic daily intake (CD I - the amount of chemical contacted per
unit of body weight per unit of time) by combining them with pathway-specific
exposure assumptions, such as frequency and duration of exposure. CDls were
estimated for each exposure pathway, and separate risk calculations were performed
for each exposure unit.

Exposure assumptions were based on regional or site-specific data, when available,
or selected from EPA default values. Regional exposure assumptions included

Upper Tenmile Creek ROD.wpd

7-2


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Section 7
Summary of Site Risks

estimates of arsenic and lead bioavailability in soil and soil-to-indoor dust transfer
for these two contaminants. Assumptions are discussed in detail in the HHRA
citation (CDM2001d).

Both reasonable maximum exposure (RME) and central tendency exposure (CTE)
estimates of risk were developed in the HHRA. To consider the full range of
potential exposures at Ihe site, the 95th percentile of the entire data set was used to
represent RME estimates and the 95 percent upper confidence limit (UCL) of the
arithmetic mean was used for the CTE estimates. The RME uses EPA default
parameters for bioavailability and soil-to-indoor dust transfer, while the CTE uses
conservative estimates for those factors taken from regional data from the Butte and
Anaconda mining sites. The PRGs are calculated using both the RME and CTE,
providing a range of PRGs that can be used to guide risk management decisions at
the Upper Tenmile site. Concentrations of the COCs by subarea are presented in
Table 7-3. A complete summary of the statistical analysis for all COPCs is presented
in the HHRA.

7.1.3 Toxicity Assessment

The toxicity assessment evaluates the potential for each COC to cause adverse effects
in exposed individuals. Such effects are generally dependent on route of exposure
(e.g., ingestion), duration and frequency of exposure, chemical concentration at the
exposure point, and sensitivity of exposed individuals. Adverse health effects may
manifest after exposure that is acute (exposure of a short duration, usually days to
weeks), subchronic (intermediate exposure period, usually months to a few years), or
chronic (long-term exposure, usually many years).

Chemical toxicological information is used to estimate toxicity criteria, which are
numerical expressions of the relationship between dose (exposure) and response
(adverse health effects). Separate toxicity criteria are developed for assessment of
carcinogenic and systemic (noncancer) health effects. These toxicity criteria are used
in conjunction with estimates of exposure to quantify risks to exposed individuals.

7.1.3.1 Carcinogens

Toxicity criteria for carcinogens are provided as cancer slope factors (CSFs) in units of
milligrams of chemical per kilogram of body weight per day (mg/kg-day)"1. These
factors are based on the assumptions that no threshold for carcinogenic effects exists
and that any dose is associated with some finite carcinogenic risk. Actual risks are
unlikely to be higher than those estimated using EPA CSFs, but they could be
substantially lower. CSFs for site COCs are presented in Table 7-4.

Upper Tenmile Creek ROD.wpd

7-3


-------
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Section 7
Summary of Site Risks

Chemical
Name

Cancer Class
Oral Inhalation

Table 7-4

Cancer Slope Factors for Chemicals of Concern

Oral	inhalation

CSF _ .	CSF

, Reference
i mg/kg -day)	{mg/kg-day)"

Reference

Arsenic

A

A

1.50E+00

I

1.50E+01

I

Cadmium

B1

B1

NA

NA

6.30E+00

I

Lead

B2

B2

NA

NA

NA

NA

Notes:

C - carcinogen

CSF ~ cancer slope factor

I - IRS (Integrated Risk Information
System)

NA - not ava ilable/not applicable

Cancer Class:

A - Human carcinogen

B1 - Probable human carcinogen - limited human data are available

B2 - Probable human carcinogen - indicates sufficient evidence in animals and
inadequate or no evidence in humans

C - Possible human carcinogen

7.1.3.2 Noncarcinogens

Toxicity criteria for noncarcinogens, or for significant systemic effects caused by-
carcinogens, are provided as reference doses (RfDs) in units of mg/kg-dav. The RfD
is an estimate of the daily exposure to a chemical that could occur continuously over a
lifetime without adverse effects. RfDs may be interpreted as thresholds below which
adverse effects are not expected to occur, even in the most sensitive populations.
Separate RfDs are often developed by EPA for chemicals exhibiting systemic effects
after oral and inhalation exposure. RfDs for COCs are provided in Table 7-5.

Table 7-5

Reference Doses for Chemicals of Concern

Oral

Chemical Name

Target Organ or System RfD

(mg/kg-day)

Reference

inhalation
RfD
(mg/kg-day)

Reference

Arsenic

CV/BL

3 0E-04

I

NA

NA

Cadmium (Water)

GI/LV, KID

5.0E-04

I

NA

NA

Cadmium (Food)

GI/LV, KID

1.0E-03	

I

NA

NA

Lead

CNS/PNS, KID

IEUBK

I

NA

NA

Zinc

CV/BL, Gl/LV

3.0E-01

1

NA

NA

Notes:	CV/BL = Cardiovascuiar/Biood	I

CNS/PNS = Central or peripheral nervous systems	IEUBK

GI/LV = Gastrointestinal or liver	NA
KID = Kidney

j IRIS (Integrated Risk Information System)
- Integrated Exposure Uptake Biokinetc model
= no t availab le/app licable

EPA has not published toxicity criteria for lead. As described in the HHRA, the
Integrated Exposure Uptake Biokinetic (IEUBK) mode! was used to evaluate risks to
children from exposure to lead in soil. The model estimates blood-lead levels for
children using default EPA assumptions, regional assumptions, and site specific data.
These estimates are compared to target blood-lead concentrations to assess possible

Upper Tertmile Creek ROD.wpd

7-5


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Section 7
Summary of Site Risks

risks. The IEUBK model is intended for use in evaluating exposure in children up to
the age of seven in a residential setting. The HHRA did not assess lead in adults.

7.1.4 Risk Characterization

Risk characterization and hazard assessment for the site were focused on providing
order-of-magnitude estimates for relatively large subareas. Both RME and CTE
estimates were calculated to define a range of possible human health risks at the site.
Therefore, interpretation of risk and hazard estimates cannot be directly applied to
any given mining site or other smaller areas with significant historical mine waste.

7.1.4.1 Risk Calculation

For carcinogens, risk is generally expressed as the incremental probability of an
individual developing cancer over a lifetime as a result of exposure to the carcinogen.
Excess lifetime cancer risk is calculated from the following equation:

Risk = CDI x CSF

where:	Risk = a unitless probability of an individual developing cancer

CDI = chronic daily intake average over 70 years (mg/kg-day)
CSF = cancer slope factor, expressed as (mg/kg-day)'1

These risks are probabilities typically expressed in scientific notation (e.g., Ixl0"6or
1.0E-06). An excess lifetime cancer risk of lxlO"6 indicates that an individual
experiencing the assumed exposure estimate has a 1 in 1,000,000 chance of developing
cancer as a result of site-related exposure. This "excess lifetime cancer risk" is in
addition to risks of cancer an individual would face from other causes, such as
smoking or sun exposure The chance of an individual developing cancer from all
other causes has been estimated to be as high as one in three. EPA's generally
acceptable range for excess cancer risk due to site related exposures (i.e., risk
management range) is 104 to 10"6. At the Upper Tenmile site, arsenic is the only
known human carcinogen. Cadmium is a probable human carcinogen, but its primary
exposure route (inhalation) is not considered significant at this site. Thus, all cancer
risk estimates are based on potential exposure to arsenic.

The potential for noncarcinogenic effects is evaluated by comparing an exposure level
over a specified time period (e.g., a lifetime) with a RfD derived for a similar exposure
period. A RfD represents a level that an individual may be exposed to that is not
expected to cause any deleterious effect. The ratio of the exposure to toxicity is called
a hazard quotient (HQ). An HQ less than 1.0 indicates that a receptor's dose of a
single contaminant is less than the RfD, and that toxic noncarcinogenic effects from
that chemical are unlikely.

Upper Tenmite Creek ROD.wpd

7-6


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Section 7
Summary of Site Risks

The HQ is calculated as follows:

HQ = CDtyRfD

where:	CDI = chronic daily intake

RfD = reference dose

CDI and RfD are expressed in the same units and represent the same exposure period
(i.e., chronic, subchronic; or short-term).

The hazard index (HI) is calculated by adding HQs for all COCs to which an
individual may reasonably be exposed that affect the same target organ or that act
through the same mechanism within a medium or across all media. An HI less than
1.0 indicates that, based on the sum of HQs from different contaminants and exposure
routes, toxic noncarcinogenic effects are unlikely. An HI greater than 1.0 indicates
that site-related exposures may present a risk to human health.

7.1.4.2 Summary of Cancer and Noncancer Results

In general, estimated cancer risks are generally higher within the Tenmile Creek Near
Rimini Subarea (including the community of Rimini) than in the six other subareas.
Risks for recreational users are significantly lower than those for other users. In most
subareas, exceedances of EPA's acceptable range for recreational users are relatively
small.

The highest risks (both cancer and noncancer) for all user groups are generally
associated with incidental ingestion of waste rock by residents from the Tenmile
Creek Near Rimini Subarea. Risk estimates for the Tenmile Creek Near Rimini
Subarea and the remaining subareas are summarized for each user group (residents,
workers, recreationalists) in the following text and in Tables 7-6,7-7, and 7-8,
respectively.

Upper Tenmile Creek ROD.wpd

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Table 7-6

Summary of Site-Related Lifetime Risk Estimates - Residents



Subarea

Exposure Pathway

Tenmile
Creek Near
Rimini

Beaver
Creek

Minnehaha

¦Creek-

Tenmile Creek
Msinsiem

Upper
Tenrs-ile Creek/
Monitor Creek

Bear
Gulch/
Walker
Creek

Banner

Creek/
Ruby
Creek

Cancer Risk
RME

Waste rock - ingestion
Surface soil - Ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

3.42E-02
1.09E-03
9.10E-06
6.50E-03
1.22E-02

8.59E-03

3.43E-03
3.68E-06
4.39E-04
1.90E-03

1.95E-G3
5.25E-04

5.63E-07
5.99E-04

6.17E-03
8.32E-04

8-92E-07
1.71E-03
7.17E-04

1.41E-04

7.65E-08
9.63E-05
2.31E-04

1.68E-04

1.72E-04
1.88E-04

2.21 E-03
1.08E-04
2.97E-06
2.45E-04

Total Ercess Cancer Risk by Subama

5.40E-02

1.44E-02

3.07E-03

9.43E-03

4.68E-04

5.29E-04

2.57E-03

CTE

Waste rock - ingestion
Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

1.89E-03

6.03E-05
1.51E-06
8.02E-04
1.51E-Q3

4.73E-04
1.89E-04
6.09E-07
5.42E-05
2.34E-04

1.07E-04

2.89E-05

9.36E-08
7.38E-05

3.32E-04

4.59E-05
1.48E-07
2.14E-04

8.85E-05

7.77E-06

1.43E-08
1.19E-05

2.84E-05

9.27E-06

2.12E-05

2.32E-05

1.22E-04

5.97E-06
4 93E-07

3.02E-05

Total Excess Cancer Risk by Subama

4.26E-Q3

9.52E-G4

2.10E-04

6.80E-Q4

4,81E-05

5.37E-05

1.59E-04

Noncancer Hazard Indices
RME

Waste rock - ingestion
Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

1.80E+02
6.2QE+Q0
5.77E-05
4.73E+01
7.81E+01

4.52E+01
1.89E+01

6.52E-05
3.S2E+00
1.00E+01

1.21E+01
3.10E+00

2.28E-05
4.44E+00

3.19E+01
4.37E+00
2.28E-05
9.56E+00
5.47E+00

8.86E-01

6.55E-05
4.72E+00
3.18E+00

9.14E-01

1.86E+00
1.16E+00

1.30E+01
7.57E-01
5.43E-05
2.20E+00

CTE

Waste rock - ingestion
Surface soil - ingestion
Air - inhalation
Surface water - Ingestion
Groundwater - ingestion*

3.36E+01
1.23E+00
3.18E-05
1.70E+01
3.27E+Q1

8.43E+00
3.69E+00
3.59E-05
1.37E+00
4.13E+00

2.59E+00

6.29E-01
1.25E-05
1.67E+00

5.99E+00
8.14E-01
1.25E-05
3.87E+00
2.25E+00

1.91E-01

3.61 E-05
1.45E+00
1.34E+00

1.75E-01

7.13E-01
4.77E-01

2.67E+00
1.74E-01

2.99E-05
8.33E-01

RME = reasonable maximum exposure	CTE » central tendancy exposure

* Drinking water exposure
Risks are based on arsenic

Bold indicates the value exceeds EPA's 1 CM to 10-6 acceptable range for excess cancer risks or has a hazard Index greater than 1.0,

Tattle 7-e.xls TM_ES-1-8!I areas


-------
Table 7-7

Summary of Site-Related Lifetime Risk Estimates - Workers



Subarea

Exposure Pathway

Ttnmlie
Creek Near
Rimini

Beaver
Greek

Minnehaha
Creek

Tsnmile
Cre«k
Mainstem

Upper
Tenmiie Creek/
Monitor Creek

Bear
Gulch/
Walker
Creek

Banner

Creek/
Ruby
Creek

Cancer Risk
RME

Waste rock - ingestion

Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

7.50E-03
2.40E-04
6.61 E-OS
2.72E-03
5.12E-03

1.88E-03
7.52E-Q4
2.68E-06
1.84E-04
7.94E-04

4.27E-04
1.15E-04

4.11E-07
2.50E-04

1.32E-03
1.82E-04
6.50E-07
7.14E-04
3.0QE-04

3.09E-05

6.28E-08
4.02E-05
9.64E-05

3.69E-05

7.20E-05
7.86E-05

4.84E-04

2.37E-05
2.17E-06
1.00E-04

Total Excess Cancer Risk by Subarea

1.56E-02

3.62E-03

7.92E-04

2.52E-03

1.68E-04

1.88E-Q4

6.10E-O4

CTE

Waste rock - ingestion
Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

4.45E-04

1.42E-05
8.23E-07
3.82E-04
7.20E-04

1.12E-04

4.47E-05
3.33E-07
2.58E-05
1.12E-04

2.53E-05
6 84E-06
5.12E-08
3.52E-05

7.83E-05
1.08E-05
8.09E-08
1.01 E-04
4.22E-05

1.83E-06

7.83E-09
5.67E-06
1.36E-05

2.19E-06

1.01 E-05

1.11E-05

2.88E-05
1.41E-06
2.70E-07
1 44E-05

Total Excess Cancer Risk by Subarea

1.56E-03

2.95E-04

6.74E-05

2.32E-04

2.11E-05

2.34E-05

4.49E-05

Noncancer Hazard Indices
RME

Waste rock - ingestion

Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

4.75E+01
1.66E+00

5.03E-05
2.07E+01
3.88E+01

1.19E+01
5.06E+00

5.68E-0S

4.98E+00

3.31E+0Q

8.31 E-01
1.98E-05
2.04E+00

8.43E+00
1.15E+Q0

1.98E-05
4.72E+00
1.90E+00

2.43E-01

5.70E-05
1.76E+0Q
1.16E+00

2.43E-01

8.69E-01
5.26E-01

3.52E+00
2.11 E-01

4.73E-05
1.02E+00

CTE

Waste rock - ingestion
Surface soil - ingestion
Air - inhalation
Surface water - ingestion
Groundwater - ingestion*

1.09E+Q1
4.08E-01
2.37E-05
7.42E+00
2.13E+01

2.85E+00
1.25E+00

2.68E-05
6.47E-01
2.69E+00

9.53E-01
3.77E-01
936E-06
7.56E-01

1.96E+QO

2.69E-01
9.36E-06
1.57E+00
1.47E+00

6.65E-02

2.69E-05
8.87E-01
8.70E-01

6.30E-02

3.68E-01
3.11 E-01

8.95E-01
3.75E-01
2.23E-05
4.05E-01

RME = reasonable maximum exposure
* Drinking water exposure
Risks are based on arsenic

Bold indicates the value exceeds ERA'S 10-4 to 10-6 acceptable range (or excess cancer risks or has a hazard index greater than 1.0.

CTE = central tendency exposure

Table 7-7,kis Wortters


-------
Table 7-8

Summary of Site-Related Lifetime Risk Estimates - Recreationists



Subsrea

Exposure Pathway

Tenmlla









Sear

Banner



Creak





Tenmlle

Upper

Gulch/

Creek/



Near

Beaver

Minnehaha

Creek

Tenmile Creek/

Walker

Ruby



RtmJrti

Cr«ek

Creek

. Malnstern

Monitor CrMk

-Cr#«k

Creek

Cancer Risk















RME















Waste rock - ingestion

3.04E-O3

7.64E-04

1.73E-04

5.35E-04

1.25E-05

1.50E-05

1.97E-04

Surface soil - ingestion

9.72E-05

3.Q5E-04

4.67E-05

7.40E-05

_

_

9.64E-06

Adit discharge - ingestion

2.72E-03

3.01 £-05

3.89E-05

1.27E-07

2.46E-06

1.26E-08

5.84E-06

Air - inhalation

7.04E-07

2.85E-07

4.38E-08

6.92E-08

8.69E-09

_

2.30E-07

Sediment - ingestion

9.35E-04

9.23E-05

1.17E-05

2.02E-O4

4.21 E-06

1.30E-05

7.80E-06

Surface water - ingestion*

2.27E-05

1.53E-06

2.09E-06

5.96E-06

3.36E-07

8.01 E-07

8.56E-07

Total Excess Cancer Risk by Subsrea

6.72E-03

1.19E-03

2.72E-04

8.17E44

1.95E-05

2.98E-05

2.20E-04

CTE















Waste rock - ingestion

1.53E-04

3.83E-05

8.68E-06

2.68E-05

6.29E-07

7.50E-07

9.86E-06

Surface soil - ingestion

_

1.53E-05

2.34E-06

3.71 E-06



_

4.83E-07

Adit discharge - ingestion

2.04E-04

2.26E-06

2.91 E-06

9.57E-09

1.85E-07

9.42E-08

4.23 E-07

Air - inhalation

2.96E-08

1.21E-08

1.86E-09

2.93E-09

6.49E-11

..

9.77E-09

Sediment - ingestion

2.34E-Q5

2.31 E-06

2.93E-07

5.07E-06

1.06E-07

3.26E-07

1.96E-07

Surface water - Ingestion*

1.70E-06

1.1SE-07

1.57E-07

4.47E-07

2.52E-08

4.51E-08

6.42E-08

Total Excess Cancer Risk by Submit

3.82E-04

5.83E-05

1 44E-05

3.81 E-05

9.44E-07

1.22E-06

1.10E-05

Noncancar Hazard Indices















RME















Waste rock - ingestion

1.61E+01

4.04E+00

1.12E+00

2.85E+00

8.21 E-02

8.21 E-02

1.19E+00

Surface soil - ingestion

5.62E-01

1.71E+00

2.81 E-01

3.90E-01

_

_

7.15E-02

Adit discharge - ingestion

1.43E+01

1.79E-01

2.08E-01

1.06E-03

1.70E-02

1.78E-02

3.33E-02

Air - inhalation

4.46E-06

5.04E-06

1.76E-06

1.76E-06

5.06E-06

-

4.20E-06

Sediment - ingestion

4.91 E+00

5.71 E-01

8.66E-02

1.06E+00

2.41 E-02

7.49E-02

4.45E-02

Surface water - ingestion*

1.44E-01

1.17E-02

1.42E-02

3.28E-02

1.23E-02

6.05E-03

7.07E-03

CTE















Waste rock - ingestion

1.95E+01

4.89E+00

1.31E+00

3.45E+00

9.58E-02

9.89E-02

1.41 E+00

Surface soil - ingestion

6.70E-01

2.05E+00

3.33E-01

4.71 E-01

-

_

8.18E-02

Adit discharge - ingestion

3.59E+Q0

4.67E-02

5.21 E-02

2.S4E-04

4.37E-03

4.756-03

8.62E-03

Air - inhalation

6.30E-07

7.12E-07

2.49E-07

2.49E-07

7.15E-07

_

5.93E-07

Sediment - ingestion

4.13E-01

5.24E-02

8.55E-03

8.91E-02

2.12E-03

6.S4E-03

3.92E-03

Surface water - Ingestion*

4.12E-02

3.06E-03

3.87E-03

8.33E-03

4.11E-03

1.63E-03

1.92E-03

RME = reasonable maximum exposure	CTE » central tendency exposyre

* Drinking water exposure
Risks are based on arsenic

Bold indicates the value exceeds EPA's 10-4 to 10-6 acceptable range lor excess cancer risks or has a hazard index greater than 1.0.

Taws 7-a.xfc T«,_ES-4 -alt areas


-------
\

Section 7
Summary of Site Risks

Risks to Residents

¦	RME vs CTE. The more conservative RME estimates exceed EPA's acceptable range for
excess cancers in 23 of 30 instances, with a maximum risk estimate of 3.42x10"2 (waste
rock). CTE estimates, which are more likely to be representative of actual risk, exceed
EPA's acceptable range in 10 of 30 instances, with a maximum of 1.89xl0"3 (waste rock).
For noncancer risks, the RME estimates are excessive (>1.0) in 21 of 30 instances vs. 16
of 30 instances for CTE estimates. The maximum noncancer risk using RME was 180,
while the maximum noncancer risk using CTE was 33.6, both for waste rock.

¦	Significant Pathways. Using the RME estimates, three ingestion pathways (waste rock,
soil, and groundwater) exceed EPA's acceptable range for excess cancer risk in every
instance where data are available. Excess cancer risks for surface water ingestion
exceed the acceptable range only slightly less frequently. In general, these trends are
also seen in the noncancer risks. Risks for air inhalation are acceptable in all subareas
for both cancer and noncancer risks. The highest residential risks (cancer and
noncancer) are associated with the ingestion of waste rock pathway.

¦	Subareas. Estimated risks (cancer and noncancer) for residents are most excessive, in
terms of frequency and magnitude, in the Tenmile Creek Near Rimini Subarea. The
lowest residential risks are found in the Upper Tenmile Creek/Monitor Creek and Bear
Gulch/Walker Creek Subareas.

Risks to Workers

¦	RME vs CTE. The RME estimates exceed EPA's acceptable range for excess cancers in
16 of 30 instances, with a maximum risk estimate of 7.50x10^ (waste rock). CTE
estimates exceed EPA's acceptable range in 5 of 30 instances, with a maximum of
7.20X10"4 (groundwater). For noncancer risks, the RME estimates are excessive (>1.0) in
15 of 30 instances vs. 9 of 30 instances for CTE estimates. The maximum noncancer
RME was 47.5 (waste rock) vs. a CTE of 21.3 (groundwater).

¦	Significant Pathways. As with residential risk, the highest level of worker risk (cancer
and noncanoer) is associated with the ingestion of waste rock pathway. Using the RME
estimates, risk for incidental ingestion of waste rock exceeds EPA's acceptable range for
excess cancer risk in five of seven subareas. Risks for ingestion of groundwater and
surface water are less than those for waste rock, and they are roughly an order of
magnitude higher (103) in the Tenmile Creek Near Rimini Subarea than the remaining
subareas. Risks for all ingestion pathways are unacceptable in most subareas for RME
and are slightly less for CTE. In general, these trends are also seen in the noncancer
risks. As with residential users, risks for air inhalation are acceptable in all subareas for
both cancer and noncancer risks using either RME or CTE.

¦	Subareas. As with residents, estimated risks (cancer and noncancer) for workers are
most excessive, in terms of frequency and magnitude, in the Tenmile Creek Near
Rimini Subarea followed by the Beaver Creek Subarea. The lowest risks are found in

Upper Tenmile Creek ROD.wpd	7-11


-------
Section 7
Summary of Site Risks

the Bear Gulch/Walker Creek Subarea, followed closely by Upper Tenmile
Creek/Monitor Creek and Banner Creek/Ruby Creek Subareas.

Risks to Recreationists

¦	RME vs CTE. RME estimates exceed EPA's acceptable range for excess cancer risk in 9
of 39 instances, with a maximum value of 3.04xl0'3 (waste rock). CTE estimates exceed
EPA's acceptable range in only 2 of 39 instances, with a maximum of 2.04X10"4 (adit
discharge). For noncancer risks, the RME estimates exceed 1.0 in 9 of 39 instances vs. 7
of 39 instances for CTE estimates. The maximum noncancer RME was 16.11, while the
maximum noncancer CTE was 19.5, both waste rock.

¦	Significant Pathways. As with the other user groups, the RME risk estimates indicate
that incidental ingestion of waste rock is the pathway that most frequently exceeds
EPA's acceptable range for excess cancer risk (5 of 7 subareas). Risks associated with air
inhalation and surface water ingestion are acceptable in all subareas, and all other
pathways have only one to two exceedances. This trend is also seen in the noncancer
risk estimates. The highest residential risks (cancer and noncancer) are associated with
the ingestion of waste rock pathway.

¦	Subareas. As with residents and workers, estimated risks (cancer and noncancer) for
recreational users are most excessive, in terms of frequency and magnitude, in the
Tenmile Creek Near Rimini Subarea. The lowest risks are again associated with the
Upper Tenmile Creek/Monitor Creek and Bear Gulch/Walker Creek Subareas, which
had no unacceptable risks for recreational users.

Elevated cancer risks for surface soil and waste rock suggest that frequent contact with
these materials may present unacceptable levels of risk. However, actual current or
future risk is dependent en the location of wastes, land ownership, and other local
conditions.

Actual risks for individual waste sources cannot be discerned readily from risk
estimates based on data pooled from relatively large regions within the upper Tenmile
Creek watershed. Risk estimates for exposure to other media (air, surface water, and
groundwater) are likely to be more representative of actual risks throughout the site,
since exposures are not as location specific. For instance, dust blown from waste piles
can be carried to people living, working, or recreating in their general vicinity, even if
people do not actually frequent source areas. Similarly, surface water quality data are
likely to represent stream reaches rather than individual points along streams.

Exposures and risks within the Tenmile Creek Near Rimini Subarea, which includes
the community of Rimini, are of particular concern because:

Upper Tenmile Creek ROD.wpd

7-12


-------
Section 7
Summary of Site Risks

¦	Data were collected during the R1 specifically to provide a more complete
characterization of possible exposure concentrations in this subarea.

¦	Waste materials may have been redistributed in this subarea by human activities (e.g.,
use of waste materials for fill).

¦	Human activity and potential for human contact with waste materials is probably
greatest in this area.

7.1.4.3	Estimates for Lead Impacts

EPA has established a goal of no more than 5 percent of children potentially having
blood lead levels greater than 10 micrograms per deciliter (ng/dL). Conservative
estimates (i.e., using default rather than more site-specific assumptions and exposure
point data from waste piles rather than yards) indicate that in all subareas, many
children exposed to lead would have a high probability of having blood lead levels
greater than 10 ng/dL. Generally, high blood lead levels are predicted for all
residential areas where soil lead concentrations exceed 950 milligrams per kilogram
(mg/kg). Unacceptable lead exposure is likely only when children contact
contaminated media on a daily or almost daily basis.

Results also suggest that children who drink contaminated surface water and
groundwater may have a high probability of having blood lead levels greater than
10 ng/dL. This conclusion holds true for all subareas. Again, the potential for lead
exposures would be greatest in the Rimini area.

7.1.4.4	Risk Characterization Uncertainty

Uncertainties are inherent in the estimation of potential risks, as quantitative risk
estimates are based on site-specific information, national default assumptions,
toxicologic literature and professional judgment. Uncertainties exist with all of these
sources. Uncertainties evaluated and discussed in the HHRA include the following:

¦	Biased Sampling Locations. Locations are biased due to a focus on the small fraction
of land within the site that contains mining wastes; however, EPA considers this bias
appropriate for developing conservative estimates of potential overall risks from
exposure at impacted mining sites. The primary focus was to develop PRGs that would
be useful in determining appropriate remediation strategies for the mining sites. Biases
are highest for surface soils and waste rock/tailings.

¦	Exposure Units. Modified definitions of RME and CTE are used to address possible
concerns with the large exposure units and to allow use of regional exposure
information. Thus, RME and CTE risks are interpreted somewhat uniquely.- RME-
based risks probably represent upper-bound or ceiling values that may overestimate
maximum risks at the site. CTE-based risks are probably more realistic estimates,

Upper Tenmile Creek ROD.wpd

7-13


-------
Section 7
Summary of Site Risks

although they are conservative due to a of lack of site-specific data. The upper range
risks for the site may lie close to those using CTE assumptions, while "average" risks
are probably lower.

¦	Acute Exposure to Arsenic. EPA has proposed an interim "subchronic RfD" for
evaluation of short-term exposure to arsenic. However, toxicity information is not
sufficient to determine if short-term exposures might result in arsenic-induced effects.
Thus, setting remediation goals based on acute exposure is highly uncertain and is not
attempted in the HHRA.

¦	Bioavailability. Bioavailability is an important factor in exposure. Site-specific
bioavailability factors are not available, so regional estimates of arsenic and lead
bioavailability were used and these regional estimates may differ significantly from site
wastes.

¦	Default Exposure Assumptions. Default exposure assumptions and professional
judgment are used to estimate potential CDIs. Assumptions made were conservative
(i.e., unlikely to underestimate possible exposures), but probably do not result in
substantial overestimation.

¦	Dust Loading Factor. The dust loading factor used in the assessment is based on wind
erosion. Human activities could greatly increase dust generation. Risk and hazards
could be somewhat underestimated by not adjusting dust loading to account for human
activity. However, such underestimation is probably not significant.

¦	Lack of Interior Dust Data. Historical data were not available to characterize chemical
concentrations in interior dust. Thus, an estimated transfer coefficient of the
contribution of exterior soil to chemical concentrations in interior dust was used to
estimate chemical concentrations in interior dust. Over- or underestimation of the
transfer coefficient could impact estimates of exposure and risk.

7.1.5 Human Health Risk Conclusions

The following conclusions can be drawn from the HHRA:

¦	COCs for the HHRA are arsenic, cadmium, lead, and zinc, and arsenic is the only
known human carcinogen among the COCs.

¦	RME-based risks are expected to represent upper-bound or ceiling values that may
overestimate maximum risks at the site. CTE-based risks are probably more realistic
estimates, although they are conservative due to a of lack site-specific data. The upper
range risks for the site may lie close to those using CTE assumptions, while "average"
risks are probably lower.

Upper Tenmile Creek ROD.wpd

7-14


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Section 7
Summary of Site Risks

¦	Excess cancer risk estimates are generally an order of magnitude higher in the Tenmile
Creek Near Rimini Subarea than in other subareas. This area is of particular concern
because of the high potential for contact with human receptors and the possibility of
human redistribution of the contamination. Also, the accuracy of the estimates is
greater, because the area was the most aggressively sampled area.

¦	Incidental ingestion of waste rock is the pathway that most frequently exceeds EPA's
acceptable range for excess cancer risks. The magnitude of exceedance is also greater
for this pathway in most instances. This trend is also seen for noncancer risks.

¦	Risks (cancer and noncancer) are elevated for potential future use of surface water and
groundwater for drinking water purposes by residents and workers. In addition, risks
for incidental ingestion of sediment and adit discharge water by recreationists were
elevated within the Tenmile Creek Near Rimini Subarea.

¦	In subareas other than Tenmile Creek Near Rimini, excess cancer risks from
recreational exposure are within or below EPA's acceptable range, and any exceedances
are relatively insignificant. Because the primary land use (both present and future) of
this land is likely to be mainly recreational, the actual excess cancer risk for the majority
of the site may be within, or only slightly above, EPA's acceptable range.

¦	Children exposed to lead in all subareas may have a high probability of having blood
lead levels greater than 10 ng/dL. Generally, high blood lead levels are predicted for
all areas where soil lead concentrations exceed 950 mg/kg. Even adult exposure to lead
in surface soils and waste piles could be significant if exposure is chronic. Children in
all subareas who might drink contaminated surface water and groundwater may also
have a high probability of unacceptably high blood lead levels.

¦	Although many uncertainties are associated with the risk estimates, these estimates are
expected to be conservative.

7.2 Ecological Risks

Ecological risk assessment (ERA) is a process that evaluates the likelihood that

adverse ecological effects are occurring or may ocpur as a result of exposure to one or

more stressors. The ERA for the site was issued by EPA in April 2001 (CDM 2001a).

7.2.1 Chemicals of Concern

A total of 17 COPCs were identified in the ERA, based on several established criteria.

Table 7-9 lists the eight chemicals identified as COCs for surface water, sediment, and

soils.

Upper Tenmile Creek ROD.wpd

7-15


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Section 7
Summary o f Site Risks

Table 7-9

Summary of Chemicals of Concern for Ecological Risk

Chemical	Surface Soil	Surface Water	Sediment

Arsenic

/

/

/

Cadmium

/

/

/

Chromium

/





Copper

~

~

/

Iron

/

/

/

Lead

/

~

/

Manganese

/

/

/

Zinc

~

/

~

Note; Surface soil includes waste rock; surfece water includes adit discharge.

Although aluminum concentrations are elevated at several locations, it is not included
in the list of COCs because concentrations across the United States commonly exceed
water quality standards, but rarely pose a significant ecological risk. The exception is
where pH is significantly lower than naturally occurring conditions, as in areas
impacted by acid rain. Levels of pH at the site are not low enougjh to warrant the
inclusion of aluminum as a COC.

7.2.2 Exposure Assessment

The potential for the identified COCs to adversely affect ecological receptors is based
on concentration and the potential, frequency, and duration of exposure. For
ecological receptors, frequency and duration of exposure often cannot be quantified
accurately. Therefore, best professional judgment and information obtained from the
literature are often used to assess these exposure criteria.

7.2.2.1 Exposures Based on COC Concentration

The 95 percent UCL of the arithmetic mean is often used to represent a RME.
Complete summaries of concentration data for all COPCs are presented in the ERA.
Table 7-10 presents the minimum, maximum, and 95 percent UCL concentrations for
the eight COCs relevant to risk characterization. The EPCs used in the assessment are
identified in bold. If available, the 95 percent UCL values were used for the EPC.
Means and maximums were used where 95 percent UCL values were considered
inappropriate.

Upper Tenmiie Creek ROD.wpd

7-16


-------
Table 7-10

Summary Statistics for Chemicals of Concern for Ecological Risk

coc

Upper Tenmilc

Creek/
Monitor Creek

Banner Creek/
Ruby Creek

Beavor
Cfeek

Upper Tcnmilc
Creek
Near Rimini

Minnchahii

Crock

Tcnmile Creek
Maiiistcm

Boar Gulch/
Walker Creek

ii>ear

Surface Watci (uy/L)

l)D5 mean max

U95

US»5

UD5

U95

U95

U95

Arsenic

2,3

18.4

3.1

4.8

21.5

5.7

4.6

19.8

5.9

149

7600

NA

38.0

1860

NA

19.2

68,0

38,0

1.6

8.4

2.6

Cadmium

1.3

6.9

2.8

0.65

8.1

0.8

1.2

10.9

1.8

19.5

702

25.1

3.2

57.8

3.8

1.1

7.0

1.8

0.2

0.7

0.3

Copper

17.3

140

28.5

3.1

81.7

4.3

36.4

210

52,8

42.1

860

NA

30

660

NA

4.9

129

NA

2.0

7.8

3.2

Iron

120

709

177

383

10900

NA

73.3

200

94.7

3028

143000

NA

1436

75300

NA

86.4

3670

161

71.5

207

103

Lead

18.1

180

26.6

4.6

22.6

5,6

2.5

3.7

NA

15.6

379

19.0

20.3

1324

50.3

0.9

7.0

1.1

0.6

1.1

0.9

Manganese

54.4

269

82.3

60

703.0

130.0

44.9

397

78.3

726

30770

2261

74.3

93.4

1670

38.8

942

NA

7.5

24.6

11.0

Zinc

161

700

371

32

456

40.0

191

2070

308

2470

79860

4266

345

4854

1081

202

898

320

31.0

220

49.0

Sediment (mg/l

Arsenic

sg)

21.8

144

32.5

44.2

225

59.7

189

486

402

3532

68300

9114

34.0

52.8

40.0

369

1880

484

36

122

78.0

Cadmium

1.0

1.6

1.4

1.3

5.1

1.6

6,4

14.2

11.8

16.9

666

14.6

10.5

42.6

17.7

6.8

30,4

8.8

1.8

3.8

2.8

Copper

11.7

28.9

14.8

38.0

310

54.1

201

293

277

125

631

224

180

300

221

97.2

239

119

47.3

61.0

55.6

Iron

8120

13600

9480

18564

90000

22991

9137

11900

NA

35504;486000

43498

18013

26500

21010

32012

334000

48735

22725

29800

28820

Lead

45.6

87.0

53.8

71.0

544

99.3

382

991

836

586

3050

902

140

340

185

344

1760

460

42.8

118

85.2

Manganese

408

1140

543

861

2650

1079

2064

3320

3121

1842

49000

2081

792

1430

985

1123

2940

1347

1406

3220

2386

Zinc

114

345

160

189

537

244

437

716

645

2261

68600

2503

1139

2850

1606

945

3470

1195

164

494

312

Surface Soil &

Other Si

>lid Med

a (mg/k;

i)



































Arsenic

55.3

03.0

63.1

533

7759

912

2219

6699

2975

9022

108204

20029

704

4356

1071

1615

3861

2657

NA

108

NA

Cadmium

5.6

14.4

7.2

6.0

31.5

8.6

5.8

14.3

8.2

52.0

620

70.0

101

198

160

4.4

5.0

NA

-

_

-

Chromium

9.1

28.3

12.9

9.0

18.1

11,3

20.7

52.0

28.8

9.6

38.8

12.1

10.0

20.0

16.0

14.0

16.2

15,7

-

_

-

Copper

35.7

93.6

46.5

143

595

197

233

600

320

165

1813

182

304

1514

410

60.9

91.2

70.9

187

234

229

Iron

11093

39620

13454

30356

111347

36809

33852

66005

40129

38772

93570

40979

39676

61704

43497

25783

35607

29472

46269

62646

58523

Lead

217

957

351

817

5569

10S0

4088

13971

5725

3613

20100

6405

5280

22968

7386

1109

2220

1627

254

452

one

Manganese

540

1604

763

1087

3942

1299

764

1997

980

2651

138322

NA

751

1559

943

767

922

846

960

1141

1058

Zinc

108

362

139

286

2065

362

308

746

392

1433

82456

NA

823

3350

1064

424

879

624

129

129

NA

Bold denotes the exposure point concentration (EPC-usually the UC95, unless the UC95>max, and/or max< calculated mean)
NA = UC95 is not applicable as EPC (see above)

EPC = exposure point concentration

Surface water data are dissolved.
- = no data

max = maximum detected value

Table 7-10 wpd


-------
Section 7
Summary of Site Risks

7.2.2.2 Exposures Based on Estimated Daily Dose

Ingestion of contaminated water and prey can also adversely affect ecological
receptors. At sites contaminated with mining-related metals, the ingestion exposure
pathway is generally of less concern than direct effects on aquatic biota. However,
certain receptors or receptor groups can be at substantial risk if sufficiently exposed to
contaminated water and prey. Generally, piscivorous and insectivorous predators are
at most risk if the COCs in surface water and sediments accumulate to a significant
level in fish and aquatic invertebrates. The ERA estimated dose-based risks to these
receptors using belted kingfisher, marsh wren, and mink. The input factors and
resulting doses are detailed in the ERA.

7.2.3 Ecological Effects Assessment

Published literature indicates that most of the COCs identified for this site have
substantial potential to adversely affect exposed ecological receptors. Several different
types of data are used to assess COC toxicity or the potential of COCs to cause adverse
effects in exposed receptors. These different types of data are used in a weight-of-
evidence approach to assess risk.

The weight-of-evidence approach for the ERA was based on multiple lines of
evidence. One was the HQ method, where comparisons are made between COC
concentrations in various media, and COC- and media-specific measurement
endpoints that are applicable to representative receptors. Other lines of evidence
include quantitative and qualitative site-specific information on key receptor groups,
such as benthic macroinvertebrates, periphyton, and fish.

Multiple effects concentrations (e.g., water quality criteria or other selected toxicity
reference values [TRVs]) from several sources were compiled for each media-specific
COC. Some of the evaluated data sources did not provide relevant effects data for
certain COCs, but in most cases several relevant TRVs were identified. A preferred
TRV was selected from these for each COC and media type. These TRVs specifically
relate to key receptors, receptor groups, or assessment endpoints. Tables 7-11, 7-12,
and 7-13 present the TRVs for COCs in surface water, sediment, and surface soil,
respectively. The values presented in each of these tables were considered for use as
preferred TRVs in the ERA. Final or preferred TRVs for the site were selected from the
values presented in these tables.

TRVs for assessing risks to piscivorous and insectivorous birds and piscivorous
mammals were based on dose or concentration of COC ingested via exposure to the
major surface water COCs via drinking water and consumption of fish and aquatic
invertebrates. The dose-based TRVs are presented on Table 7-14.

Upper Tenmile Creek ROD.wpd

7-18


-------
Table 7-11

Toxicity Reference Values for Surface Water Chemicals of Concern

Surface Water Toxicity Reference Values (TRVs, Mg/L}

COC

Chro rsic
AWQC :

Secondary
Chronic
AWQC2

Lowest EC20
Fish 3

Lowe&t EC20
Daphnids'

Rainbow Trout
Chronic TRV *

Daph nid
Chronic TRV5

Arsenic

150

NA

2,130 (As III)
1,500 (As V)

633 (As 111)
>932 (As V)

2,953

914

Cadmium

0,097

NA

1.8

0.75

2.3

0.6

Copper

4.1

NA

5

0.205

20 estimated

4.2 estimated

Iron

1,000

NA

NA

NA

NA

NA

Lead

0.9

NA

22

NA

55

18.0

Manganese

NA

120

1,270

<1,100

NA

NA

Zinc

54

NA

47

NA

285

42.1

' Dissolved ambient water quality criteria (AWQC); standards for cadmium, copper, lead, and zinc are based on a hardness of the water (the values shown assume a hardness of 25
mg/L as CaCO.)

1 Alternative chronic AWQC (Suter and Tsao 1996)

3	Highest tested concentration causing less than 20% reduction in growth or reproductive endpoints (Suter and Tsao 1996)

4	Species-specific TRV (dissolved), adjusted to hardness of 40mg/L, Clark Fork River Ecological Risk Assessment (EPA 1999) (Copper values based on Clark Fork River site-
specific toxicity studies)

"• Species-specfic TRV (dissolved), adjusted to hairiness of 40 mg/L, Clark Fork River Ecological Risk Assessment (EPA 1999) (Copper values based on revised EPA database which

resulted in chronic value for daphnids exceeding acute value at some hardness levels. Chronic value for copper therefore considered unacceptable)

NA - Not available (no value established orderived)

Bold type indicates preferred TRV, used to derive HQs

mg/L = micrograms per liter

COC = chemical of concern

Table 7-11,wpd


-------
Table 7-12

Toxicity Reference Values for Sediment Chemicals of Concern

Sod iinciit Toxicity Reference Values (TRVs. mg/hg)

COC	Sngcrsoil	Ingefsol!	Regional	Regional	EPA ARCS EPA ARCS OMELEL'

NOAEL TRV 1 LOAELTRV 1 NOAELTRV ! LOAEL TRV4	TEC 1	PEC 0

EPA
Region !V
SV 0

Arsenic

13

50

115

230

12.1

57

6

7.24

Cadmium

0.7

3.9

4.93

9.86

0.592

11.7

0.6

1

Copper

41

190

1,125

2,250

28

77.7

16

18.7

Iron

NA

NA

NA

NA

NA

NA

20,000(2%)

NA

Lead

53

99

86.5

173

34.2

396

31

30.2

Manganese

NA

NA

NA

NA

NA

NA

460

NA

Zinc

110

550

1,385

2,770

159

1,532

120

124

' No Observed Adverse Effect Level-based sediment TRV (Effects Range-Low or ERL) derived by Ingeisoll et al. (1996)

' Lowest Observed Adverse Effect Level-based sediment TRV (Effects Range-Median or ERM) derived by Ingersoll et al. (1996)

*	NOAEL-based sediment TRV using the results of Hyalella toxicity tests, from the Clark Fork River ERA (EPA 19995)

*	LOAEL-based sediment TRV using the results of Hyalella toxicity tests, from the Clark Fork River ERA (EPA 1999b)

*	Threshold effects Concentration (TEC), Assessment and Remediation of Contaminated Sediments Program (ARCS) (EPA 1996 in Jones, Suter, and Hull 1997)
' Probable effects concentration (PEC), Assessment and Remediation of Contaminated Sediments Program (EPA 1996 in Jones, Suter, and Hull 1997)

*	Ontario Ministry of Environment Lowest Effect Level (Persaud et al. 1993)

*	Ontario Ministry of Environment Open Water Disposal Guidelhe (Persaud et al. 1993)

*	EPA Region IV Screening Value (EPA Region IV 1995 in Jones, Suter, and Hull 1997)

NA - Not available (no value established or derived)

Bold type indicates preferred TRV, used to derive HQs
COC - chemical of concern

Tabla M2.wpd


-------
Table 7-13

Toxicity Reference Values for Surface Soil Chemicals of Concern

coc

Surface Soil loxicity Reference V.iiutis (TRVs, mg/kg)
Phytoloxicity TRV

_ ..	r Microorganism

Eartnwarm TRv	^ ^

Interim
Remediation

Criteria
(agricultural

i ft

use)

Arse nic

136-315

224-315

100

10

200

15-50

60

100

20

Cadmium

5.1-2.0

8.6-40

100

4

5

3-5

20

20

3

Chromium

-

-

-

-

-

-

0,4

10

750

Copper

.236-750

1,062-
1,636

100

100

400

60-125

50

100

150

Iron

-

-

-

_

-

-

-

50

_

Lead

92-250

179-250

1,000

50



100-400

500

900

375

Manganese

-

-

-

-

-

-

_

100

-

Mercury

-

-

5

35

-

-

0.1

30

0.8

Zinc

196-240

379-500

500

50

-

70-400

200

100

600

1CDM 1997 (pH <6.5)

2	CDM 1997 (pH >6.5)

3	CH2M Hill 1987a and 1987b

4	Efroymson, Will, Suter, and Wooten 1997

5	Rice and Ray 1984

6	Kabata-Pendias and Pendias 1992

7	Efroymson, Will, and Suter 1997

8	Canadian Council of Ministeis of the Environment (CCME) 1991
Bold type indicates preferred TRV, used to derive HQs

COC = chemical of concern

Table 7-13.wpd


-------
Table 7-14

Toxicity Reference Values for Piscivorous and Insectivorous Birds and Piscivorous Mammals

(Major Surface Water Chemicals of Concern)

coc

Cadmium

Be

Dose (mg/kg-d)

0,68
(mallard and

chicken -
reported 200
mg/kg diet)

Ited Kingfishei

Effect

Dietary NOAEC
for birds and
other wildlife

Reference
Eisler 1985

Dose (mg/kg-ci)

0.13
(American
robin)

Marsh Wren

Effect

Estimated
dietary + water
NOAEL

Reference

Clark Fork
River ERA,
EPA 1999

Dose (mg/kg-d)

0.028
(mink - reported
200 mg/kg diet)

SJSink

Effect

Dietary
NOAEC1 for
birds and other
wildlife

Reference

Eisler 1985

Copper

6,0

(great blue heron
and American
kestrel)

Estimated
dietary + water
NOAEL

Clark Fork

River ERA,
EPA 1999

6.0
(American
robin)

Estimated

dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999

3.6

(mink - estimates
from21-d LD50,
35.7 mg/kg-d,
from reported
5.0 mg/kg BW,
single dose)

Estimated
chronic
threshold from
LDso/10

Aulerich et al.

1982

Lead

1.32
(American
robin)

Estimated

dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999

1.32
(American ,
robin)

Estimated
dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999

0.32
(dog)

Chronic
Toxicity Level

Dem ayo et al.
1982 in Eister
1988

Zinc

39

(great blue heron
and American
kestrel)

Estimated
dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999

39

(American
robin)

Estimated
dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999

470
(mink)

Estimated
dietary + water
NOAEL

Clark Fork
River ERA,
EPA 1999b

NOAEC = No observed ack/ersa effects concentration
NOAEL = No observed adverse effects level
LD50 = lethal dose to 50 percent
COG = chemical of concern

Table 7-W.wpd


-------
Section 7
Summary of Site Risks

7.2.4 Ecological Risk Characterization

This section summarizes quantitative risk estimates based on HQs and provides an
evaluation of risk based on other supporting studies or data. The evaluation was
conducted for each subarea of the site.

7.2.4.1	Quantitative Risk Estimates

Table 7-15 shows all HQs greater than 1.0 for COCs in surface water, sediment and
surface soil, respectively. HQs less than 1.0, indicating low or insignificant risk, are
not shown. Table 7-16 summarizes the estimated risks for representative piscivorous
mammalian (mink) and piscivorous/insectivorous avian (belted kingfisher/marsh
wren) predators. These risk estimates are based on total daily doses (diet + water)
divided by appropriate TRVs. This calculation is analogous to the HQ approach. The
data presented on these tables are summarized below, by exposure media and for each
of the seven subareas.

The HQ data reveal that the major contributors to ecological risk for surface water are
cadmium, copper, and zinc. Arsenic, cadmium, lead, manganese, and zinc are major
COCs for sediments. Major COCs for surface soils include arsenic, chromium, iron,
lead, manganese, mercury, and zinc.

The identification of major COCs is not intended to minimize the importance of
potential toxicity of other COCs with HQs greater than 1.0, but rather is to focus the
risk assessment on the primary contributors to adverse ecological effects. The major
COCs include those chemicals that are most toxic and are most widely distributed
throughout the site. The major COCs also have been detected at higher concentrations
than nonmajor COCs, relative to ecotoxicity benchmarks, thresholds, or criteria.

Remedial actions will reduce ecological risks by removing or reducing concentrations
of major COCs in site media. Remedial actions also concurrently will remove or
reduce concentrations of other COCs associated with the contaminant source
materials, further reducing ecological risks from nonmajor COCs. The major COCs
will serve as indicator chemicals for monitoring remedial success.

7.2.4.2	Flow-Related Effects

The ERA focused on assessing the impacts of chemical contamination, primarily
mining related, on aquatic and terrestrial receptors. However, the dewatering of
Tenmile Creek below Rimini for much of the year is also an important stressor for
aquatic biota. Since this reach is highly contaminated with a variety of toxic metals,
low stream flow and the lack of water for extended periods of time exacerbate water
quality degradation during or near these periods.

Upper Tenmile Creek ROD.wpd

7-23


-------
Table 7-15

Hazard Quotients for Chemicals of Concern in Surface Water, Sediment and Soil

coc

Upper Ton mile

Banner Creek/'

Beaver Creek

Upper Tenmile Creek

Minnehaha

i enmile Creek

Beor G ulch/

Creek/Monitor Crock

Ruby Creek

Near Rimini

Creek

Mninstem

Walker Creek

Surface Water













Arsenic

0.003

0.006

' 0.006

0.16(m) 8.3(M)

0.04(m) 1.8(M)

0.4

0.002

Cadmium

4.7

1,3

3.8

41,8

6.3

3.0

0.5

Copper

?,0

1.0

12.9

10.3(m) 210(M)

7.3(m) 161(M)

1.2(m) 31,5{M)

0.8

Iron

0.18

0.3(m) 10.9(M)

0.09

3.0(m) 143(M)

1.4(m) 753(M)

0.16

0,10

Lead

1.5

0.31

0.14(m) 0.21(M)

t.1

2.8

0.06

0.05

Zinc

8,8

0.95

7.3

101

2S.7

7.6

1.2

Sediment

Arsenic

0.7-2,5

1.2-4.6

8.0-31

182-701

0.8-3.1

9.7-37

1.6-8

Cadmium

0.4-2.0

0.4-2.3

3.0-17

3.7-21

4.5-25

2.3-13

0 7-4.0

Copper

0,1-0.4

0.3-1.3

1.5-6.8

1.2-5.5

1.2-5.4

0.6-2.9

0.3-1.4

Iron

0.5

1.1

0.5(m) 0.6(M)

2.2

1.1

2.4

1.4

Lead

0.5-1,0

1.0-1.9

8.4-16

9.1-17

1.9-3.5

4.6-8.7

0.9-1.6

Manganese

1,2

2.3

6.8

4.5

2.1

2.8

5.2

Zinc

0.3-1.5

0.4-2.2

1.2-5.9

4.6-23

2.9-15

2,2-11

0.6-2.8

Soils

Arsenic

0.2-1.1

2.9-15

9.4-50

64-339

3.4-18

8.4-44

0.3-1.8(M)

Cadmium

0.4-1.4

0.4-1.7

0.4-1.6

3.5-14

8.0-31

0.2-0.9(m) 0.3-1.0W

_

Chromium

1.3-32

1.1-28

2.9-72

1.2-30

1.6-40

1.6-39

_

Copper

0,06-0.9

0.3-3.9

0.4-6.4

0 2-3.6

0.5-8.2

0.09-1.4

0.3-4.6

Iron

269

736

803

820

870

589

1170

Manqanese

7.6

13

9.8

27(m) 138(M)

9.4

8.5

11

Zinc

0.6-0.7

1.5-1.8

1.8-2.0

6.0-7.3 (m) 344-421 (M)

4.4-5.4

2.6-3.2

0.5-0.7 (m&M)

Bold = HQ>1 (sigiificant risk)

Unless otherwise rioted, the HQ is calculated ushg the UC95 as the EPC.

m or M = mean or Majimum. These concentrations were used to calculate the HQ if the UC95 was not applicable {the UC95>max det and/or Max det< calculated mean [inc. ND])
A range of values indicates more than one TRV was used to generate the HQ, The range generally spans the no-effect to bw-effect range.

Table 7-15.wpd


-------
Table 7-16

Estimated Risks (Hazard Quotients) for Representative Birds and Mammals

uppci ITcnmilc	Banner Creek/	„	_	Tenmile CrccK Near 		Tcnmilc Creek	Bear Gulch/

Species Creek/Monitor	_ , „ ,	Beaver CrccK	. .	Minnehaha Creek	.. .	,

r „ „	Riiby Creek	Rimim	Mainstcm	Walker Creek

Creek

tslim-itud	Estimated	Esliiii.itcd	Estimated	Esiiinritoo	Estimated	Estimated

COC	Dose	HO	Do=c	HQ	Dose	HQ	Dose	HQ	Dose	HQ	Dose	HQ	Dosr	HQ

(prifj/ky-d)	(mg'hg-d)	(mgffcg-d)	(mg/kg-d)	(mg'kg-d)	jn'tj/kg-ti)	(nuj/ky-d)

Mink

Copper

0.0007

<1

0.0001

<1

0.0014

<1

0.0016

<1

0.0011

<1

0.0002

<1

0.0001

<1

Cadmium

0.0001

<1

0.0001

<1

0.0001

<1

0.0016

<1

0.0003

<1

0.0001

<1

<0.00001

<1

Lead

0.0005

<1

0.0001

<1

0.0001

<1

0.0004

<1

0.0006

<1

<0.00001

<1

<0.00001

<1

Zinc

0.0037

<1

0.0007

<1

0.0044

<1

0.0571

<1

0.0080

<1

0.0047

<1

0.0007

<1

Belted Kingfisher

Copper

0.0163

<1

0.0029

<1

0.0343

<1

0.0397

<1

0.0283

<1

0.0046

<1

0.0019

<1

Cadmium

0.0021

<1

0.0011

<1

0.0020

<1

0.0319

<1

0.0052

<1

0.0018

<1

0.0003

<1

Lead

0.0087

<1

0.0022

<1

0.0012

<1

0.0075

<1

0.0097

<1

0.0004

<1

0.0003

<1

Zinc

0.0680

<1

0.0135

<1

0.0806

<1

1,0425

<1

0.1456

<1

0,0853

<1

0.0131

<1

Marsh Wren

Copper

0.3019

<1

0.0541

<1

0.6352

<1

0.7346

<1

0,5235

<1

0.0855

<1

0.0349

<1

Cadmium

0.2018

1,6

0.1009

<1

0.1863

1.4

3.0269

23.3

0.4967

3.8

0.1707

1.3

0,0310

<1

Lead

1.2589

<1

0.3200

<1

0.1739

<1

1.0851

<1

1.4120

1.1

0.0626

<1

0.0417

<1

Zinc

8.5448

<1

1.6984

<1

10.1370

<1

131.09

3.4

18 31

<1

10.721

<1

1.6453

<1

Estimated doses are based on mean concentrations of dissolved COCs in surface water. HQ is calculated as estimated dose divided by TRV. TRVs are presented in Table 7-14.
COC = chemical of concern
HQ = hazard quotient

Table ?-16.wpd


-------
Section 7
Summary of Site Risks

Additional flow in Tenmile Creek during base flow is necessary to maintain water
quality improvements in the creek. DFWP estimates that additions of flow up to
approximately 3 to 4 cfs would allow a distribution of all age classes of fish in reaches
previously determined to be lethal to fry and older fish.

7.2.4.4	EPA Site-Specific Toxicity Studies

EPA conducted flow-through aquatic toxicity tests with Tenmile Creek waters in
August 2001 using the EPA Region VIII Mobile Bioassay Laboratory. The purpose of
these tests was to evaluate the acute toxicity of Tenmile Creek water on young
rainbow trout, considered representative of sensitive aquatic receptors at this site.

The test methods and results are detailed in the ERA. In brief, they included 48-hour
flow through tests using surface water from three sites (High, Low, and Control).
Mean lethal concentrations to 50 percent of test organisms (LQ0) were determined for
High and Low site exposures. For dissolved zinc, the mean Low site LQ0 corresponds
to an estimated dissolved zinc concentration of 454.5 ng/L, and the mean site LQ0
corresponds to a zinc concentration of 1,086 ng/L.

DFWP also conducted caged fish studies in Tenmile Creek in 1999 and 2000. Those
results are presented in the ERA and confirm the greater sensitivity of rainbow trout
to dissolved zinc compared to brook trout. Significant short term mortality as well as
chronic effects in rainbow trout may be expected at concentrations at or exceeding
about 455-475 ng/L.

7.2.4.5	Specific Issues Related to Canada Lynx Exposures

The USFWS expressed concerns about potential Canada lynx (Lynx canadensis)
exposures to mining-related metals. Specifically, USFWS was concerned that Canada
lynx may be exposed to elevated levels of cadmium via a specific food chain involving
willows (Salix spp.) and consumers of willows, such as ptarmigan. Evidence suggests
that concentrations of cadmium could bioaccumulate in Ptarmigan (Lagopus leucurus)
kidneys at levels 3000 times the soil concentration.

These concerns were addressed in the ERA with the condusion that cadmium in the
Tenmile Creek watershed terrestrial environment posed little or no risk to top
predators, such as red fox. The prey species of these predators are mostly
herbivorous, and significant accumulation of mining-related contaminants via the
terrestrial plant-to-herbivore pathway is not expected. To date areas having both
elevated cadmium in soil and dense or abundant willows have not been identified on
site, and lynx are not expected to be at significant risk from ingestion of cadmium-
contaminated prey. In addition, there is no evidence that conifers, grasses, and forbs,

Upper Tenmile Creek ROD.wpd

7-26


-------
Section 7
Summary of Site Risks

the likely preferred diet of snowshoe hares, take up and concentrate cadmium to the

same degree found in the willow study.

7.2.5 Ecological Risk Assessment Conclusions

The following conclusions were drawn from the ERA:

¦	Site surface waters, sediments, surface soils and other solids media, and sensitive
receptors associated with these media are currently being impacted by elevated
concentrations of metals. For aquatic environments, this is also supported by site-
specific studies using fish, benthic macroinvertebrates, and periphyton

¦	Dissolved cadmium, copper, lead, and zinc are the most important stressors for aquatic
biota throughout most of the site, as represented by salmonid fish, daphnids, benthic
macroinvertebrates, and periphyton.

¦	Arsenic, cadmium, lead, manganese, and zinc in site sediments are the major stressors
for benthic invertebrates. These metals in sediment also probably contribute to the
cumulative toxicity experienced by fish and other aquatic biota. Stream sediments also
impair physical habitat, especially in depositional areas.

¦	For significant portions of the year, the very low flow or complete absence of water in
Tenmile Creek below Rimini is an important stressor for aquatic biota within that
portion of the site. DFWP has recommend ed maintaining a flow rate of up to
approximately 3 to 4cfs in Tenmile Creek.

¦	Arsenic, chromium, iron, lead, manganese, mercury, and zinc in site surface soils and
other solids media are the major stressors for terrestrial organisms, as represented by
terrestrial plants and earthworms. There is more uncertainty with risk estimates for
iron, manganese, and possibly mercury than for the other soil COCs because of toxicity
data limitations.

¦	Piscivorous mammalian and piscivorous avian predators, represented by mink and
belted kingfisher, are not at risk from consumption of fish and aquatic invertebrates
contaminated with cadmium, copper, lead, or zinc. Insectivorous birds, represented by
marsh wren, may be at risk from cadmium, lead, and zinc in the most contaminated
areas.

¦	Carnivorous mammals, represented by lynx, do not appear to be at risk from ingestion
of contaminated prey based on (1) expected low bioaccumulation of COCs, (2) limited
use of disturbed habitat, (3) assumption of incomplete exposure pathway associated
with cadmium in soil, willows, and cadmium-contaminated prey, and (4) the results of
dose estimations for predator species identified as being at the greatest risk (e.g., mink).

Upper Tenmile Creek ROD.wpd

7-27


-------
Section 7
Summary of Site Risks

¦	Throughout much of the site, greatly reduced concentrations of metals in surface water,
sediment, and surface soils are needed to protect sensitive organisms inhabiting or
using these media.

¦	The Tenmile Creek Near Rimini Sub area exhibits the highest risks from all media. This
area is also a continuing source of toxic water and sediments for downstream reaches.

¦	In general, risks associated with the Beaver Creek, Minnehaha Creek, and Tenmile
Creek Mainstem Subareas are lower than Tenmile Creek Near Rimini Subarea, but
higher than theUpper Tenmile Creek/Monitor Creek, Banner Creek/Ruby Creek, and
Bear Gulch/Walker Creek Subareas.

7.3 Risk-Based Preliminary Remediation Goals

Human Health PRGs

Table 7^-17 presents risk-based PRGs for arsenic and lead in solid media for residents
and arsenic in solid media for workers and recreationists. For residents, the RME
exposure PRGs for lead and arsenic are exceeded in all subareas. The CTE exposure
PRGs are exceeded in five subareas for arsenic and in six subareas for lead. For
workers, the arsenic PRG is exceeded in five subareas for RME exposure and four
subareas for CTE exposure. For recreationists, the arsenic PRG is exceeded for five
subareas for RME exposure and one subarea for CTE exposure.

Potential PRGs were calculated for other exposure pathways in the HHRA. However,
they have not been used in the ROD to establish cleanup standards because (1) other
appropriate cleanup standards are established (ARARs for surface water and
groundwater), (2) no action is the current selected remedy (for sediments), or (3) all
site concentrations were lower than the potential PRGs (air).

Ecological PRGs

Concentrations of dissolved cadmium, copper, and zinc in surface water are compared
to specific effects concentrations or levels of protection. Figures 7-1 through 7-3
present several effects concentrations associated with specific receptors (e.g., rainbow
trout, brook trout, and daphnids) or levels of protection directly related to important
ecological goals for this site (e.g., trout survival). These figures reveal a range of
concentrations of dissolved metals in surface water that would represent significant
improvements in the condition of the aquatic ecosystem of Tenmile Creek.

Established PRGs for surface water are the aquatic life standards established in DEQ
Circular WQB-7 (see Section 12.6), which also consider food chain and sediment
effects.

Upper Tenmile Creek ROD.wpd

7-28


-------
Section 7
Summary of Site Risks

The data presented reveal that significant ecological benefits related to trout and
aquatic invertebrate populations can be realized by implementing the selected
remedy. This assumption is supported by recent findings (DFWP 2001) that suggest
that large decreases in numbers or mass of trout per lineal reach of stream were found
only in the most highly contaminated areas (near Rimini). It is recognized that
population or total mass of trout may not reflect trout growth rates or reproductive
success, but these are considered some indication of the suitability of Tenmile Creek
waters for trout. In spite of limited regional data on sublethal or indirect effects on
trout, increased numbers of trout and aquatic invertebrates appear to be attainable by
implementing the selected remedy.

7.4 Basis of Action

The response action for the site selected in this ROD is warranted to protect the public
health or welfare or the environment from actual or threatened releases of hazardous
substances into the environment and of pollutants or contaminants that may present
an imminent and substantial endangerment to public health or welfare.

Upper Tenmile Creek ROD.wpd

7-29


-------
Table 7-17

Preliminary Remediation Goals
For Potential Exposure Through Ingestion of Solid Media
(Waste Rock, Tailings, and Surface Soil)

Risk Level

Residential Exposure

Industrial Worker Exposure

Recreational User Exposure



Ars
(m

»enic
g/kg)

Lead
(mg/kg)

Ars
(m

>enic
3/kg)

Lead
(mg/kg)

Ars
(mc

enic
/kg)

L
(m

sad
3/kg)

Carcinogenic Risk

RME

CTE

RME

CTE

RME

CTE

RME

CTE

RME

CTE

RME

CTE

1.00E-06

0.6

12.0

-

—

2.9

49.0

-

-

7.2

144.0

-

-

1.00E-05

6.0

120.0

—

-

29.0

490.0

-

—

72.0

1,440.0

-



1.00E-04

60.0

1,200.0

—

—

290.0

4,900.0

-

-

720.0

14,400.0

—

-









Noncarcinogenic Risk (HQ = 1)

124.0 674.0 400.0| 950.0

471.0 2,092.0 -

1,397.01 8,330.0 -

Site Concentrations (Min and Max

i Compared with RME and CTE PRGs for Each Exposure Scenario



Arsenic
(mg/kg)

Lead
(mg/kg)

Arsenic
(mg/kg)

Lead
(mg/kg)

Arsenic
(mg/kg)

Lead
(mg/kg)

Subarea

min

max

min

max

min

max

min

max

min

max

min

max

Tenmile Creek Near Rimini

13.9

121,000

32.1

48,700

13.9

121,000

—

—

13.9

121,000

—

—

Beaver Creek

13.3

6,699

37.2

13,971

13.3

6,699

_

—

13.3

6,699

—

—

Minnehaha Creek

41.0

4,356

19.9

22,968

41.0

4,356

—

—

41.0

4,356

—

—

Tenmile Creek Mainstem

15.2

3,861

19.7

2,410

15.2

3,861

—

«

15.2

3,861

—

—

Upper Tenmile Creek/Monitor Creek

4.5

93.0

29.1

957

4.5

93.0

—

—

4.5

93.0

—

—

Bear Gulch/Walker Creek

81.6

108

59.0

452

81.6

108

—

—

81.6

108

—

—

Banner Creek/Ruby Creek

3.1

729

18.0

5,569

3.1

729



-

3.1

729

~

-

RME = reasonable maximum exposure
CTE = central tendancy exposure
HQ = hazard quotient
PRG = preliminary remediation goals

~ = Not applicable. Lead risks are noncancer and are relevant only to residential exposure scenarios.

Italic indicates concentration exceeds the RME exposure scenario for excess cancer risk of 10E-04 or noncancer criteria ofHQ>1.

Table 7-17.xls soil 7-17


-------
figure 7-1

Effects Concentrations/Level of Protection - Dissolved Cadmium in Surface Water

7]

"C

fa i

a

<

3 t

0.8

a

1.1

s ®
ai.

1.6

Daphnid Chronic
TRV

Chronic AWQC (1) Acute AWQC {i)



!U

59
II

to

<
oj

m

> s I

® =r

£ I

ro

2.04

3

g;

22

2 3

Brook Trout Geo
SMCV

Rainbow Trout
Acute TRV

Rainbow Trout Daphnid Acute
Chronic TRV	TRV

Effects Value/Endpoint/TRV

Mote: (1) When the ERA evaluation tor cadmium was completed in 2001, the AWQC was at the concentration noted. In Jartuafy 2002. DEO lowered Hie aquatic Ife standards for cadmium.


-------
Figure 7-2

Effects Concentrations/Level of Protection - Dissolved Copper in Surface Water

25

20

f= 15

<

10

0 ~

«4.

,1

o

4.2

I

11.6

20

20.88

« 4*
¦$?. o

E s

GT

II

rj <&
5 CO

ui C

A V
U*

O -i .

ni 8

>°3

II

a' 3"

¦— SJ

23.1

Chronic AWQC

Daphnid
Chronic TRV

Daphnid Acute Acute AWQC Brook Trout Geo
TRV	SMCV

Effects Value/Endpoinl/TRV

RBT Chronic

TRV

White Sucker
SMCV

RBT Acute TRV

fig 7-1 thru 7-3 Effects Conc.xIsCu


-------
Figure 7-3

Effects Concentrations/Level of Protection for Dissolved Zinc in Surface Water

2500

2000

1500

m

3 1000

500 :

0 •

IJ
|I

I S

$|
3' 2.

& CL

ZS- -H

S 3

to

£3
C

CP

6

w ®

Is

tX

?

m xi
~n it>

* I

CL

42.. 1

Daphnid

Chronic TRV

I

54

Acute AWQC

54

N



I
H

§3

o 3.
T1 ST

¦M |

m £*¦

51

m g-

> 3

285

1

855

1-2

m
¦
«0 i

mm.



Chronic AWQC Da| d Acute
TRV

RBT Chronic
TRV

RBT Acute TRV

Brook Trout
SMCV

Brook Trout
SMAV

Effects VaJue/Endpolnt/TRV

Fig 7-1 thru 7-3 Effects ContxlsZn

	


-------
Section 8

Remedial Action Objectives

The remedy outlined in this ROD is intended to be the final remedial action for the
site. Remedial action objectives (RAO) are media-specific (e.g., mine waste, surface
water, etc.) statements of what needs to be accomplished to protect human health and
the environment.

To meet the RAOs for the site, EPA has established remediation, or cleanup levels,
that the selected remedy must meet. The site cleanup levels are identified and
discussed in Section 12.

EPA has established the following RAOs for the site:

Mine Wastes, Soils, and Sediment

¦	Achieve acceptable exposure risks for residents and visitors

¦	Achieve acceptable exposures risks for terrestrial and aquatic species
Surface Water

¦	Protect current and reasonably anticipated future source waters for the Helena water
supply system

¦	Achieve acceptable exposure risks for residents and recreational visitors through
attainment of surface water quality standards

¦	Achieve acceptable exposure risks to terrestrial and aquatic species through attainment
of surface water quality standards

Groundwater

¦	Protect current and reasonably anticipated future users of groundwater

¦	Control groundwater contaminant plumes at mine adits and waste source areas
through the use of source control measures

¦	Prevent or minimize contaminant loading from the near-stream groundwater
underlying mine waste source areas to surface water

Upper Tenmile Creek ROD.wpd

8-1


-------
Section 8
Remedial Action Objectives

This page intentionally left blank.

Upper Tenmile Creek ROD.wpd

8-2


-------
Section 9

Description of Alternatives

The remedial alternatives for the site evaluated in the FS (CDM 2001e) and RI/FS
(CDM 2001c) addenda are presented in this section. The selected remedy for the site is
the preferred alternative identified in the proposed plan (comprehensive mine site
Alternative 5 and Rimini water supply Alternative D), modified to include excavation
of additional contaminated yard soils and roadway materials.

A full range of potential alternatives for remediating each contaminated medium was
evaluated in the FS in accordance with EPA evaluation requirements. Process
technologies evaluated in the screening stage were assembled into alternatives and the
alternatives were analyzed during the evaluation stage. Certain alternatives were
then carried forward and subjected to detailed and comparative analysis in the FS.
These alternatives were analyzed on a media-specific and subarea-specific basis
utilizing seven of the NCP evaluation criteria. The media-specific alternatives were
also assembled into comprehensive sitewide alternatives for mine site cleanup.
Alternatives for establishing a source of uncontaminated drinking water for Rimini
were evaluated separately. Descriptions of the media-specific, comprehensive
sitewide mine site, and Rimini water supply alternatives are provided in the following
sections.

9.1 Media-Specific Alternatives
9.1.1 Waste Rock and Tailings

Four alternatives for remediating waste rock and tailings were considered. These
alternatives included no action (WR1); surface controls (WR2), which would consist of
waste consolidation, regrading, reconstructing surface water drainages, adding
neutralizing amendments to the waste surface, and vegetating the disturbed area;
containment (WR3), which is the same as surface controls, but also includes capping
wastes with either a soil cover alone or with a geomembrane liner; and excavation and
onsite disposal at the Luttrell repository (WR4).

During the preparation of the FS, the mine sites containing waste rock and tailings
were grouped into five categories, based on the relative potential of the waste
materials to present exposure risks and to impact surface water and groundwater
resources. Category A sites have the least potential for causing adverse impacts, while
Category E sites have the greatest potential. The category of each mine site, based on
existing information, is shown in Table 9-1. Site scores used to group the sites by
category, are presented in Appendix B. The locations of the mine sites, by category,
are shown on Figures 9-1 through 9-7. EPA will collect additional data during the
detailed design of specific mine site cleanups. Sites will be reevaluated and the
relative ranking and categories of some sites may change as the more detailed design
data become available.

Upper Tenmile Creek ROD.wpd	9-1


-------
Table 9-1

Mine Site Category and Adit Discharge Summary

Site Name

Site Number

Subarea

Site Category

Discharging
Adit?

1900

MS117

UT

B

~

Alice Lode

MS075

TR

B



Alley Fraction

MS316

TR

C



American Flag

MS044

TR

C



Armstrong

MS070

MC

A

~

Atlas

MS334

RC

B

~

Avon Mill

MS110

TR

A



Ballou

MS072

TR

A



Banner Creek Placer

MS330

RC

A



Banner Creek Tailings

MS023

RC

A



Bear Gulch

MS043

BG

B

~

Beatrice

MS071

MC

A

~

Beatrice East

MS308

MC

A



Beatrice North

MS309

MC

C



Beatrice South

MS062

MC

A



Belle

MS076

TR

C



Black Hawk

MS002

RC

B



Blue Boy

MS067

MC

A

~

Bunker Hill

MS098

TR

E

~

Bunker Mile

MS319

TR

D



Cappolis

MS063

TR

B



Carlson Mine

MS118

UT

A



Castle Rock

MS077

TR

C



Catherine

MS305

TR

B



Chessman

MS320

BC

A



Clontart/Carp

MS078

TR

0



Close Shave

MS079

TR

B



Colorado

MS306

BC

A



Comstock

MS339

UT

C



Conflict

MS111

TR

D



Coon Creek Mill

MS 124

UT

C



Copper Dyke

MS003

RC

A



UT = Upper Tenmile Creek/Monitor Creek Subarea

RC = Banner Creek/Ruby Creek Subarea

TR = Tenmile Creek Near Rimini Subarea

BC = Beaver Creek Subarea

MC = Minnehaha Creek Subarea

BG = Bear Gulch/Walker Creek Subarea

TM = Tenmile Mainstem Subarea

Table 9-1 Mine Site Categories.doc


-------
Table 9-1 (Continued)

Mine Site Category and Adit Discharge Summary

Site Name

Site Number

Subarea

Site Category

Discharging

Adit?

Dalney

MS045

BC

E

~

Dan Kim

MS004

RC

B

~

Daniel Stanton

MS080

TR

C



Eureka

MS112

TR

A



Evergreen

MS324

TR

E

~

Evergreen #2

MS089

TR

C



Evergreen #3

MS133

TR

E



Evergreen Reclamation

MS136

TR

A



Fairview #23

MS 135

TR

fs

U



Fairview #25

MS081

TR

c .



former Stanton

MS323

TR

D



Free Speech #1

MS046

TR

A



Garfield

MS005

RC

c



General

MS099

TR

B



Gold Coin

MS006

UT

A



Gold Coin Trench

MS119

UT

A



Gold Crown

MS040

BG

A



Gold Hill

MS007

RC

B



Green Grove

MS332

TR

A



Green Tree

MS025

RC

D

~

Green Tree North

MS313

RC

Q

D



H. Davis

MS315

TR

B



H. Grattan

MS082

TR

G
D



Hamlet

MS100

TR

c



Helena

MS026

RC

D

~

Hidden Treasure

MS321

TR

E



Horsefly Adit

MS055

BC

C



Isabelle Placer

MS333

UT

A



Jackson Lode

MS307

BC

C



Jill

MS 120

UT

A



UT = Upper Tenmile Creek/Monitor Creek Subarea

RC « Beaver Creek/Ruby Creek Subarea

TR = Tenmile Creek Near Rimini Subarea

BC = Beaver Creek Subarea

MC = Minnehaha Creek Subarea

BG = Bear Gulch/Walker Creek Subarea

TM = Tenmile Mainstem Subarea

Table 9-1 Mine Site Categories, doc


-------
Table 9-1 (Continued)
Mine Site Category and Adit Discharge Summary

Site Name

Site Number

Subarea

Site Gategory

Discharging

Adit?

Jimmy

MS008

RC

A



JJ Hill Claims

MS058

BC

A



Johny #1

MS064

TR

E

~

Johny #2

MS134

TR

E

~

Jolly Roger

MS009

RC

A



Jumbo

MS090

TR

E



Justice

MS068

MC

A

~

Kelly Mill

MS073

TM

A



Knight of Gwinne

MS083

TR

C



L.&H.

MS335

RC

E

~

Lady Hennessy

MS033

UT

A



Lady Washington

MS304

TR

C



Last Resort 2

MS327

TR

C



Lee Mountain

MS091

TR

E

~

Lexington

MS092

TR

C



Lexington East

MS301

TR

C



L

ttle Giant

MS331

BC

C



L

ttle Lily

MS084

TR

A



L

ttle Sampson

MS101

TR

B



L

ttle Sampson East

MS329

TR

C



Lode

MS041

BG

A



Louise Lode

MS328

BC

B



Lower Tenmile Mill

MS074

TM

B



Lucky Joe

MS065

MC

E



Lucky Linda

MS011

RC

B



LUlU

MS012

RC

A



Mary Aloys

MS013

RC

C



May Day

MS121

UT

A



May Lillie

MS014

RC

A



Mieawber

MS093

TR

E



UT = Upper Tenmile Creek/Monitor Creek Subarea

RC = Beaver Creek/Ruby Creek Subarea

TR = Tenmile Creek Near Rimini Subarea

BC = Beaver Creek Subarea

MC = Minnehaha Creek Subarea

BG = Bear Gulch/Walker Creek Subarea

TM = Tenmile Mainstem Subarea

Table 9-1 Mine Site Categories.doc


-------
Table 9-1 (Continued)

Mine Site Category and Adit Discharge Summary

Site Nam®

Site Number

Subarea

Site Category

Discharging

Adit?

Mineral Deposit

MS032

TR

E



Mori

tor Creek Mill

MS125

UT

D

~

Mori

tor Creek Placer

MS126

UT

A



Mori

tor Creek Tailings

MS130

UT

C



Monte Cristo

MS034

RC

E

~

National Extension

MS060

BC

E



NENWS16

MS015

RC

A



NE NW S23

MS122

UT

A



NE SE S4

MS056

BC

B



NE SW S34

MS061

BC

A



New Castle

MS016

RC

A



No Name

MS102

TR

e

~

North Pacific

MS094

TR

A



NWNES16

MS027

RC

A



NW NW S34

MS086

TR

B



NW NW S9

MS028

RC

C



NW SW S3

MS048

BC

A



Omaha South

MS338

RC

E



Paupers Dream

MS128

UT

B



Paupers Dream Camp

MS310

UT

C



Peerless Jenny

MS035

RC

A

~

Peerless King

MS018

RC

A

~

Perseverance

MS036

RC

B



Peter

MS029

RC

C

~

Pilgrim

MS057

BC

D

~

Pocahontas

MS066

MC

C

~

Porphry Dike

MS123

UT

B



Queensbury

MS037

RC

C

~

Queensbury North

MS314

RC

B



Red Mountain

MS114

TR

A

~

Red Mountain East

MS303

TR

C



UT = Upper Tanmile Creek/Monitor Creek Subarea

RC = Beaver Creek/Ruby Creek Subarea

TR = Tenmile Creek Near Rimini Subarea

BC = Beaver Creek Subarea

MC = Minnehaha Creek Subarea

BG = Bear Gulch/Walker Creek Subarea

TM = Tenmile Mainstem Subarea

Table 9-1 Mine Site Categories.doc


-------
Table 9-1 (Continued)
Wine Site Category and Adit Discharge Summary

Site Name

Site Number

Subarea

Site Category

Discharging
Adit?

Red Mountain Tunnel

MS 104

BC

B



Red Water

MS115

TR

A

/

Rob Roy

MS087

TR

B



Ruby Fraction

MS019

RC

C



S.P. Bassett

MS105

TR

E



SE SES10

MS051

BC

C



SE SES13

MS132

UT

A



SE SE S3

MS059

BC

B



S

Iver Chief

MS322

TR

D



s

Iver Cresent

MS021

RC

A



s

Iver Wave

MS317

TR

C

~

South Pacific

MS052

TR

D



Susie

MS116

TR

A

~"

SW SE S5

MS107

TR

D



Teal Lake

MS108

TR

C



Treasury #1

MS022

RC

C



Tunnel Lode

MS326

TR

C



Unknown (Beaver Creek)

MS053

BC

A



Unnamed

MS042

BG

A



Upper Tenmile Shaft

MS129

UT

A



Upper Valley Forge

MS097

TR

E

V

Virginia

MS337

UT

A



W. Coyne

MS318

TR

C



WA Alley

MS031

RC

C

~

WA Alley 2

MS311

TR

E



Wolftone

MS 109

TR

C



Woodrow Wilson

MS038

RC

c

~

UT = Upper Tenmile Creek/Monitor Creek Subarea

RC = Beaver Creek/Ruby Creek Subarea

TR = Tenmile Creek Near Rimini Subarea

BC = Beaver Creek Subarea

MC = Minnehaha Creek Subarea

BG = Bear Gulch/Walker Creek Subarea

TM = Tenmile Mainstem Subarea

Table 9-1 Mine Site Categorles.doc


-------

-------
Legend

O	Mines With Discharging Adit

(_j	Category A Mines

-fr	Category B Mines

A	Category C Mines

a	Category D Mines

0	Category E Mines

a Primary Roads

-	Secondary Roads
UT Subarea

s Lakes

-	Streams



Figure 9-2
Banner Creek / Ruby Creek Subarea

Upper Tenmile Creek Mining Area Site

0	0.2	0.4

SguresS.mxcf GiS by Ed Madej 3/01/02

2§Tefra Tech EM Inc. CDM

1 l A«*i i\ ( K U { ip V !(>!>


-------



-------

-------
%



Unknown
(Beaver Creek//

//

\

fvl

/ft



i h

V)

Legend

o

Mines With Discharging Adit



Category A Mines

it

Category B Mines

A

Category C Mines

~

Category D Mines



Category E Mines

-"*¦ t Primary Roads
~^="— Secondary Roads
l UT Subarea
I Lakes
¦ Streams

N

0.25	0.50

QiS tv Ecs Maoej 03-01 <02

Figure 9-4

Beaver Creek Subarea
Upper Tenmile Creek Mining Area Site

£3 Tetra Tech EM Inc. CDM

f edera! Pr^ghtrrs ^.'oqv-iutu'n


-------
Legend

O Mines With Discharging Adit
f. J Category A Mines
-fa Category B Mines
A Category C Mines
~ Category D Mines
Category E Mines

a Primary Roads
= Secondary Roads
i UT Subarea
I Lakes
- Streams

\

1 Miles

0	0.25	0.50

3GSS by Ed Made} 3/01 ®2

Figure 9-5

Minnehaha Creek Subarea
Upper Tenmile Creek Mining Area Site

§2Tetra Tech EM Inc. CDM f ederal IV

n i ^ oiponuion


-------
Legend

O	Mines With Discharging Adit

O	Category A Mines

~	Category B Mines

A	Category C Mines

r*1	Category D Mines

^	Category E Mines

3 Primary Roads
Secondary Roads
UT Suba/ea
3 Lakes
- Streams

N

K Miles
0.25 0.50

GIS fey to Made) $!QW2

Figure 9-6
Bear Gulch/Walker Creek Subarea

Upper Tenmile Creek Mining Area Site

j|]§Tefra Tech

EM Inc.

Afkfta

VrlJriwI

FeJcr.il Proor.'.r.i^ C. "qviau n


-------

-------
Section 9
Description of Alternatives

9.1.2 Acid Mine Drainage

Five alternatives for remediation of AMD were considered in the PS. They included
no action (AD1); natural attenuation (AD2), which would consist of allowing natural
processes, such as weathering, dilution, and chemical/biological reactions, to reduce
contaminant toxicity and mobility over time, with confirmation monitoring; source
controls (AD3), which would include regrading, capping, and blocking pathways for
surface water to enter underground mine workings to reduce the volume of AMD;
biological treatment (AD4), which would consist of source controls to reduce the
volume of AMD, plus the construction of wetlands and other reactive cells for the
treatment of the AMD, with wetlands substrate or sludges periodically removed and
placed at the Luttrell repository; and physical/chemical treatment (AD5), which
would include source controls to reduce the volume of AMD, plus construction of
mechanical treatment plants, probably using lime precipitation and activated alumina
or reverse osmosis filtration, for treating the adit discharges.

In consultation with DEQ, EPA developed a modified AMD alternative (Modified
AD4/5) in an effort to minimize the costs of long-term O&M for treating AMD.
Modified AD4/5 is a phased approach that first attempts to reduce adit discharge
flows and then provides for subsequent treatment of discharge waters if necessary to
meet state water quality standards. The approach is based on EPA's commitment to
implement a comprehensive cleanup of mine waste sources so that long-term O&M
needs can be minimized. The primary remedy feature that may entail considerable
O&M costs is the long-term treatment of AMD from the mine adits. Alternative
AD4/5, which EPA would implement in full consultation with DEQ, is described in
the following paragraphs.

Phase 1 - Initial Design Investigations

This phase consists of an overall assessment of the potential to achieve significant
O&M cost savings through source controls to reduce the volume of AMD from
individual mines. It includes the following elements:

¦	Investigate mine maps, records, and geology of specific mine workings

¦	Evaluate and map potential surface water inflows to mine workings

¦	Identify mine sites where flow reduction techniques could be potentially successful

¦	Conduct sampling and/or tracer studies to determine water inflow and contaminant
release locations

Upper Tenmile Creek ROD.wpd

9-23


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Section 9
Description of Alternatives

Phase 2 - Source Control and Flow Reduction Design Studies
Phase 2 consists of detailed design investigations and pilot studies at certain mine
sites to demonstrate source control and flow reduction techniques. It includes the
following components:

¦	Open portals and adits where possible to gain access to mine workings

¦	Conduct additional detailed sampling or tracer studies if necessary

¦	Conduct pilot studies of flow segregation, grouting, mine plugging, or other techniques

Phase 3 - Source Control and Flow Reduction Implementation

This phase consists of full-scale implementation of source control and flow reduction
measures at specific mine sites. It includes the following components:

¦	Implement full scale flow reduction actions at mine sites where it is deemed
appropriate

¦	Continue to monitor success of flow reduction actions

Phase 4 - Design and Construction of AMD Treatment Facilities
Phase 4 consists of the design and construction of appropriate treatment facilities
(either passive biological or physical/chemical systems) where necessary to meet State
of Montana ambient water quality standards. Phase 4 components include:

¦	Evaluate treatment needs and options to address adit discharges remaining after source
control/flow reduction efforts

¦	Design treatment facilities appropriate for each discharging adit of concern

¦	Construct appropriate treatment facilities

The implementation of Alternative AD4/5 would take a number of years. EPA would
begin the adit discharge flow reduction effort at the beginning of remedial design, but the
timing of subsequent action would be dependent on the results of the initial studies. To
address mine sites with substantial adit discharge flow rates and loadings, such as those
in the Rimini area, would require several years of investigation and pilot studies.

Although EPA and DEQ are hopeful that flow reduction will significantly reduce or
eliminate the need for long-term treatment at many mine sites, in preparing the
proposed plan and this ROD, EPA has conservatively assumed, for evaluation and
cost estimating purposes, that either passive biological or physical/chemical treatment
will be necessary at all mine sites with AMD. This was done so that the relative

Upper Tenmile Creek ROD.wpd

9-24


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Section 9
Description of Alternatives

effectiveness, implementability, and cost differences between passive biological
systems and physical/chemical systems could be evaluated.

Mine sites exhibiting acid mine drainage were identified in Table 9-1. All discharging
adits will be evaluated in detail during remedial design. In addition to determining
treatment needs, after collecting additional adit discharge data and considering
potential flow reduction options, EPA, in consultation with DEQ, will reevaluate the
contaminant loadings from small adit discharges relative to potential adverse
environmental impacts from constructing treatment facilities. At that time, EPA may
determine, in consultation with DEQ, USFS, and property owners* that adit
discharges at remote, roadless locations with minimal loadings to the streams may
appropriately be left undisturbed.

9.1.3	Contaminated Surface Water

Five alternatives for remediating contaminated surface water were evaluated. They
included no action (SW1); natural attenuation (SW2); additional water storage (SW3),
which would consist of constructing additional water storage capacity in the upper
Tenmile Creek drainage to allow larger in-stream flows that would improve water
quality downstream; biological treatment (SW4);and physical/chemical treatment
(SW5). Three potential additional storage approaches were considered: constructing
new reservoirs at the Travis location or the Banner Creek location, or increasing the
capacity of the existing Chessman Reservoir. The locations of the three reservoir
options were shown on Figure 1-2.

9.1.4	Contaminated Stream Sediments

Three alternatives for remediating contaminated stream sediments were considered.
They included no action (SD1); natural attenuation (SD2); and excavation and onsite
disposal at the Luttrdl repository (SD3), which would consist of excavating
(mechanical or hydraulic dredging) and dewatering the removed sediments, and
transporting and placing the wastes at the Luttrell repository.

9.1.5	Contaminated Groundwater

Nine alternatives for addressing contaminated groundwater were considered. The
primary focus of remedial action for groundwater will be to prevent exposure to
contaminants via drinking of impacted groundwater. The first three alternatives were
no action (GW1); natural attenuation (GW2); and groundwater use controls (GW3),
such as deed restrictions or establishment of a controlled groundwater area. The
remaining six alternatives addressed the establishment of an alternative source of
potable water for the community of Rimini. They included shallow wells (GW4),
whereby existing individual wells would be replaced with a minimum of two shallow
community wells in the alluvial deposits along Tenmile Creek or a tributary, and a
water tank, distribution, and disinfection system for the community; deep wells
(GW5), which would be the same as alternative GW4, except using deeper bedrock

Upper Tenmile Creek ROD.wpd

9-25


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Section 9
Description of Alternatives

wells instead of shallow alluvial wells, which would not require a disinfection system;
surface water (GW6), which would include the community distribution system, but
would require full treatment of the source water in addition to disinfection; Spring
Creek source (GW7), which would be similar to alternatives GW4 and GW5, but
would tap into the uncontaminated groundwater source at Spring Creek; treated
groundwater (GW8), which would utilize the treated groundwater from alternative
AD5 as the source water and would require construction of the community storage,
distribution, and disinfection system; and physical/chemical treatment (GW9) using
individual point-of-use (POU) treatment systems at residences within the community
of Rimini.

9.1.6	Contaminated Yards

Four alternatives were considered for remediating contaminated yards at residences
and recreational cabins. These included no action (RY1); capping (RY2), which would
consist of consolidating contaminated yard soil where appropriate, regrading, adding
neutralizing amendments to the upper layer of soil surface, capping the area with 12
inches of fill and 6 inches of topsoil, and vegetating or sodding the soil cap; excavation
and onsite disposal at theLuttrell repository (RY3), which would consist of excavating
contaminated yard soil to a depth of 18 inches, transporting and placing waste at the
Luttrell repository, and reclaiming the excavated yards with clean backfill, topsoil,
and sod; and excavation and disposal of all accessible contaminated yard soils (RY3B).
Alternative RY3B was developed and evaluated in the ROD to address the state's
desire to minimize the volume of contaminated soils left in place and the need to rely
on institutional controls to control potential future exposure to residual contaminants
on site.

/

EPA has also added a contingent element to the contaminated yards removal
alternative to provide for the replacement of individual wastewater treatment septic
systems that may be damaged or otherwise have to be removed during the excavation
of contaminated yard soils. Many of the existing septic systems in Rimini are located
near Tenmile Creek or in the 100-year floodplain and cannot be replaced in
compliance with current design standards. Contingent Alternative RY3CS consists of
a small community wastewater collection and treatment system to replace individual
septic systems removed during the excavation of yard soils.

9.1.7	Contaminated Roadway Materials

Five alternatives were considered for remediating contaminated roadway materials.
These included no action (RD1); capping with gravel (RD2), which would consist of
regrading and capping the roadway with 18 inches of clean road base material;
capping with asphalt (RD2B), which would consist of regrading and capping the
roadway with approximately 6 inches of gravel and 2.5 inches of asphalt; excavation
and onsite disposal at the Luttrell repository (RD3), which would consist of excavating
contaminated roadway material to a depth of 12 inches, transporting, and placing

Upper Tenmile Creek ROD.wpd

9-26


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Section 9
Description of Alternatives

waste at the Luttrell repository, and backfilling the excavated areas with 12 inches of
clean road base material; and excavation of all accessible contaminated roadway
materials (RD3B), which would consist of removing, transporting, and disposing (at
the Luttrell repository) of all accessible contaminated roadway materials. Alternative
RD3B was developed and evaluated in the ROD to address the state's desire to
minimize the volume of wastes left in place and the potential for release of
contaminants in the future.

9.2 Development and Evaluation of Sitewide Remedial
Alternatives

This section presents the development and evaluation of remedial alternatives being
considered for comprehensive, sitewide cleanup and alternatives considered to
address the water supply for the community of Rimini. Representative groupings of
media-specific and subarea-specific alternatives were assembled into comprehensive
sitewide alternative packages to allow for evaluation of the interaction of alternatives
for different media and comparison of the estimated costs of implementing potential
sitewide actions. The alternatives that follow are the comprehensive sitewide
alternatives. This evaluation gives an overall comparison of the cost and effectiveness
of potential sitewide remedies.

Active treatment of surface water, which is considered cost prohibitive, is not
included in any of the comprehensive sitewide alternatives. Improvements in surface
water quality would be achieved through the implementation of other source control
measures, or through construction of additional water storage for flow augmentation.

Likewise, active treatment of groundwater in situ, which is considered cost prohibitive
and perhaps technically impracticable, is not included in any of the comprehensive
sitewide alternatives. It is anticipated that mine site source controls will improve
ambient groundwater quality in currently impacted areas. All comprehensive
sitewide alternatives, except no action, include the implementation of groundwater
use controls, such as the establishment of controlled groundwater areas in areas with
currently impacted groundwater, to prevent the consumption of contaminated
groundwater.

9.2.1 Description of Comprehensive Alternatives for Mine Site
Remediation

The media-specific components of the comprehensive sitewide alternatives are listed
in Table 9-2 and discussed in the following paragraphs.

Alternative 1

The no action alternative is the baseline against which other alternatives are
evaluated. Under Alternative 1, no action would be taken by EPA at the site.

Upper Tenmile Creek ROD.wpd

9-27


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Table 9-2

Summary Description of Sitewide Alternatives

Remedy	Alternative 1	Alternative 2	Alternative 3	Alternative 4

Component

Waste Rock/Tailings

No action (WR1)

Category A and B sites - no
action (WR1)

Category C sites - surface
controls (WR2)

Category D sites - cap in place
(WR3)

Category E sites - remove to
Luttrell repository (WR4)

Category A and B sites - no
action (WR1)

Category C sites - cap in place
(WR3)

Category D and E sites - remove
to Luttrell repository (WR4)

Category A and B sites - no
action (WR1)

Category C, D, and E sites -
remove to Luttrell repository
(WR4)

Acid Mine Drainage

No action (AD1)

Source control and flow
reduction, followed by treatment
of adit discharges (Modified
AD4/5)

Source control and flow
reduction, followed by treatment
of adit discharges (Modified

AD4/5)

Source control and flow
reduction, followed by treatment
of adit discharges (Modified
AD4/5)

Surface Water

No action (SW1)

No action (SW1)

No action (SW1)

No action (SW1)

Groundwater

No action (GW1)

Groundwater use controls (GW3)

Groundwater use controls (GW3)

Groundwater use controls (GW3)

Sediments

No action (SD1)

No action (SD1)

No action (SD1)

No action (SD1)

Residential Yards

No action (RY1)

Remove to Luttrell repository
(RY3)

Remove to Luttrell repository
(RY3)

Remove to Luttrell repository
(RY3)

Roadway Materials

No action (RD1)

No action

No action

Remove to Luttrell repository
(RD3)

O&M Requirements

None

Long-term treatment of AMD;
annual O&M of reclaimed sites;
maintain institutional controls

Long-term treatment of AMD;
annual O&M of reclaimed sites;
maintain institutional controls

Long-term treatment of AMD;
annual O&M of reclaimed sites;
maintain institutional controls

Monitoring Requirement

None

Long-term monitoring of surface

water, groundwater, and AMD

Long-term monitoring of surface
water, groundwater, and AMD

Long-term monitoring of surface
water, groundwater, and AMD

Estimated Total Cost

$0

$15,158,000

$15,648,000

$18,195,000

Schedule

None

Construction for 10 years; O&M in

perpetuity

Construction for 10 years; O&M in
perpetuity

Construction for 10 years; O&M in
perpetuity

Table 9-2 wpd


-------
Table 9-2 (continued)
Summary Description of Sitewide Alternatives

Remedy Component	Alternative 5	Alternative 6	Alternative 7

(as modified)

Waste Rock/Tailings

Category A and B sites - no action
(WR1)

Category C, D, and E sites - remove
to Luttreit repository (WR4)

Category A sites - no action (WR1)
Category B sites - cap in place
(WR3)

Category C, D, and E sites -
remove to LuttreH repository (WR4)

Category A sites - no action (WR1)
Category B, C, D, and E sites -
remove to LuttreH repository (WR4)

Acid Mine Drainage

Source control arid flow reduction,
followed by treatment of adit
discharges (Modified AD4/5)

Source control and flow reduction,
followed by treatment of adit
discharges (Modified AD4/5)

Source control and flow reduction,
followed by treatment of adit
discharges (Modified AD4/5)

Surface Water

Construct additional water storage in
Chessman Reservoir for Tenmile
Creek flow augmentation (SW3)

Construct additional water storage
in Chessman Reservoir for Tenmile
Creek flow augmentation (SW3)

Construct additional water storage
in Chessman Reservoir for Tenmile
Creek flow augmentation (SW3)

Groundwater

Groundwater use controls (GW3)

Groundwater use controls (GW3)

Groundwater use controls (GW3)

Sediments

No action (SD1)

Remove Tenmile Creek sediments
(SD3) for Rimini area only; no action
for other stream reaches (SD1)

Remove Tenmile Creek sediments
for Rimini area and the mainstem
below Rimini to Walker Creek (SD3)

Residential Yards

Remove to LuttreH repository (RY3B)
and contingency for Rimini
community sewer system (RB3CS)

Remove to LuttreH repository (RY3)

Remove to LuttreH repository (RY3)

Roadway Materials

Remove to LuttreH repository (RD2B)

Remove to LuttreH repository (RD3)

Remove to LuttreH repository (RD3)

O&M Requirements

Long-term treatment of AMD; annual
O&M of reclaimed sites; maintain
institutional controls

Long-term treatment of AMD;
annual O&M of reclaimed sites;
maintain institutional controls

Long-term treatment of AMD;
annual O&M of reclaimed sites;
maintain institutional controls

Monitoring Requirement

Long-term monitoring of surface
water, groundwater, and AMD

Long-term monitoring of surface
water, groundwater, and AMD

Long-term monitoring of surface
water, groundwater, and AMD

Estimated Total Cost

$22,204,000

524,657,000

$35,311,000

Schedule

Construction for 10 years; O&M in
perpetuity

Construction for 10 years; O&M in
perpetuity

Construction for 10 years; O&M in
perpetuity

Table 9-2.wpd


-------
Section 9
Description of Alternatives

Alternative 2

Alternative 2 addresses mine waste/tailings by excavating and removing, to the
Luttrell repository, all wastes/tailings at category E sites (those sites predicted to
present the greatest threat to human health and the riparian ecosystem). In addition,
this alternative would cap in place all category D sites and provide surface controls to
reduce erosion of mine wastes at category C sites. Capping would involve
consolidating waste piles (where appropriate), grading to prevent runon of storm
water onto the waste piles, constructing an earthen cap over the waste materials, and
revegetating the disturbed areas to prevent soil erosion. The upper layer of the waste
materials may be amended with lime, if necessary, to prevent acid generation and
enhance long-term vegetative growth. Surface controls would include in-situ
reclamation, with amendment and revegetation of waste materials, but would not
provide a soil cap. Institutional controls would be necessary to prevent or guide
future development on or near the reclaimed waste piles.

Alternative 2 addresses AMD sites by taking measures to control sources and reduce
adit discharge flows, followed by evaluation, design, and construction of treatment
facilities. This alternative assumes that passive biological treatment systems would be
built at mines where additional treatment is required to meet water quality standards.
The treatment systems would probably consist of shallow basins containing
substrates of grassy and woody materials, manure, and limestone to attenuate metals.
Up to approximately 80 percent removal of zinc and other contaminants would be
expected, although additional biological treatment components may be necessary.
The substrate would have to be removed and replaced periodically, with the removed
substrate disposed of in the Luttrell repository.

In addition, Alternative 2 would include removal of the upper 18 inches of
contaminated residential yards, with disposal of the removed material in the Luttrell
repository, and replacement of the yards with clean soil and sod.

No action would be implemented for waste rock/tailings at categpry A, B, and C mine
sites, stream sediments, and roadway materials.

Alternative 3

Alternative 3 is similar to Alternative 2, except that it would include the removal of
waste rock/tailings from category D sites, with disposal at the Luttrell repository, and
the capping of waste materials at category C sites. For other media, Alternative 3 is
the same as Alternative 2.

Alternative 4

Alternative 4 would address mine waste/tailings by excavating and hauling to the
Luttrell repository mine wastes from category C, D, and E sites. Efforts would be

Upper Tenmile Creek ROD.wpd

9-30


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Section 9
Description of Alternatives

implemented for source control and flow reduction at all sites to reduce the
production of AMD, followed by design and construction of appropriate treatment
facilities necessary to meet water quality standards. This alternative assumes that the
discharges from adits at three sites in the immediate Rimini area, which are major
contaminant load contributors to Tenmile Creek, would require active treatment using
a physical/chemical treatment process (probably lime precipitation and activated
alumina or reverse osmosis filtration). Biological treatment, such as that described
under Alternatives 2 and 3, is assumed at remote mine sites.

Initially, no action would be taken to remove contaminated stream sediments.
Sediment contaminant levels and the interaction between sediments and water quality
would be monitored as mine site source controls were constructed to better define
potential water quality impact from the sediments. The upper 18 inches of
contaminated yard soils at residences and occasional-use recreational cabins would be
removed, disposed in the Luttrell repository, and replaced with clean yard soil and
sod. Approximately 4,300 cubic yards of contaminated roadway materials in the
Rimini area would also be removed and disposed in the Luttrell repository, with the
road reconstructed to current graide.

Alternative 5 (as modified)

Alternative 5 (as modified) is the same as Alternative 5 in the proposed plan, except
that all accessible contaminated yard soils and roadway materials would be removed
and a contingency small community wastewater treatment system would be built if
necessary to replace individual septic systems damaged or removed during the yard
remediation. Alternative 5 (as modified) is the same as Alternative 4, except for
contaminated yard soils, roadway materials, and surface water. It provides additional
water storage (approximately 500 acre-feet) by increasing the capacity of Chessman
Reservoir. The new reservoir capacity would be used to store excess water during
spring runoff to allow for release of water later in the summer to maintain a minimum
instream flow during dry periods when Tenmile Creek historically has been
dewatered. The reservoir upgrade would also include an upgrade of the Red
Mountain flume to increase the rate at which the reservoir could be filled each spring.
The upgraded Chessman Reservoir would be able to provide additional water to the
City of Helena water system during the low-flow period, offsetting water that would
be released past the city's Tenmile Creek water intake. The bypassed water would
come from both the natural flows of upper Tenmile Creek/Banner Creek and stored
water in Scott Reservoir. Adding approximately 3 cfs in additional flow, in
combination with mine site source control actions, would improve Tenmile Creek
water quality significantly.

Alternative 6

Alternative 6 is similar to Alternative 5, except that it also would include the capping
of an additional 28 category B sites and the excavation and removal of contaminated
Tenmile Creek stream sediments in the Rimini area. The excavated sediments would
be disposed of in the Luttrell repository. Like Alternatives 4 and 5, this alternative
assumes that treatment of AMD at three Rimini area mines would be by
physical/chemical methods and treatment of remote site AMD would be by biological

Upper Tenmile Creek ROD.wpd	9-31


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Section 9
Description of Alternatives

treatment. The capacity of Chessman Reservoir would be enlarged and contaminated
residential/recreational yards and roadways would be removed.

Alternative 7

Alternative 7 would include excavation and removal of mine waste/tailings at all
category B, C, D, and E sites. After removal, the sites would be backfilled, as
necessary, recontoured to approximate pre-mining conditions, and revegetated for
erosion protection and slope stability.

This alternative assumes that, after the implementation of source control and flow
reduction efforts at all discharging adits, physical/chemical treatment facilities
(probably lime precipitation and reverse osmosis) would be constructed to treat all
AMD sites, including the remote sites on Tenmile Creek tributaries. The locations of
the treatment units would be determined during remedial design. It is assumed that
one facility would be constructed in each subarea containing sites with AMD and that
discharges from individual mine sites would be piped to the subarea treatment plant
for treatment. For the remote physical/chemical treatment plant sites, power would
have to be provided via constructed transmission lines from the Rimini area.

Alternative 7 would remove all contaminated sediments in the Tenmile Geek
mainstem adjacent to and downgradient of Rimini to approximately Walker Creek.
The capacity of Chessman Reservoir would be enlarged to provide flow augmentation
during low flow periods. All contaminated residential and recreational yards would
be removed, replaced with clean fill, and sodded. Contaminated roadway materials
would be removed and replaced with clean road base material.

9.2.2 Description of Rimini Water Supply Alternatives

The draft FS evaluated a no action and six action alternatives for providing potable
water to the community of Rimini. The action alternatives included various water
sources and associated treatment facilities. Four of the action alternatives are
presented below. The other two alternatives (water supply from shallow alluvial
wells and from surface water sources) are not included because they would be
considerably more expensive than the other four alternatives (at least 50 percent
greater total cost), but would not provide additional benefits.

The Rimini water supply system alternatives are listed in Table 9-3 and are discussed
in the following paragraphs.

Rimini Water Supply Alternative A

The no action alternative is the baseline against which other alternatives are
evaluated. Under this alternative, no action would be taken by EPA to provide an
alternate source of water for the community of Rimini.

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Table 9-3

Summary Description of Rimini Water Supply Alternatives

Alternative A	Alternative B	Alternative C	Alternative D	Alternative E

Description

No action

Provide POU treatment
systems for individual

residences

Community water
system using the
groundwater of Spring
Creek as the water
source

Community system
using new deep wells
as the water source

Community system

using treated Rimini
groundwater from
Alternative ADS as the
water source

O&M Requirements

None

Long-term O&M would
be the responsibility of
individual users

Long-term O&M woiid
be the responsibility of
users connected to
system

Long-term O&M would
be the responsibility of
users connected to
system

Long-term O&M would
be the responsibility of

users connected to
system

Monitoring
Requirements

None

Long-term water quality
monitoring

Long-term water quality
monitoring

Long-term water quality
monitoring

Long-term water quality
monitoring

Estimated Total Cost

SO

$400,000

$344,000

$495,000

$281,000

Schedule

None

Construction in 3 years;
O&M in perpetuity

Construction In 3 years;
O&M in perpetuity

Construction in 3 years;
O&M in perpetuity

Construction in 5 years;
O&M in perpetuity

Table 9-3.wpd


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Section 9
Description of Alternatives

Rimini Water Supply Alternative B

Under this alternative, small POU treatment systems would be installed in individual
residences and recreational houses/cabins where wells draw contaminated
groundwater. The system components installed in a particular residence or house
would be determined during remedial design. System components would be
included as necessary to treat the specific water used at the residence. They would
likely include reverse osmosis treatment units, but may also be supplemented by other
filtration components to handle certain water constituents present in the water from
each particular source. Most systems would be sized to treat only the water consumed
for drinking and cooking, estimated to be approximately 50 gallons per day.

Rimini Water Supply Alternative C

This alternative would involve replacing contaminated groundwater supplies with
uncontaminated groundwater from the groundwater source of Spring Creek on the
Lee Mountain hillside west of Rimini. A minimum of two horizontal well collectors
with a combined capacity of approximately 35 to 50 gallons per minute (gpm) would
be installed. In addition to the well collectors, this alternative would require the
installation of a transmission main from the collectors to the community, a water
storage tank, and a distribution system within the community. It is assumed that
groundwater from Spring Creek would not require disinfection. If design
investigations determine that there was a possible connection between surface water
and groundwater at the Spring Creek source, then disinfection might be required.

Rimini Water Supply Alternative D

Alternative D would involve replacing contaminated groundwater supplies with
uncontaminated groundwater from deep (more than 200 feet) wells. A minimum of
two new wells, with a combined capacity of approximately 35 to 50 gpm, would be
installed. The wells would be developed in bedrock fractures within 1 mile of Rimini.
The final location of the wells would be determined through a program of test drilling
in and around the community. Similar to Alternative C, this alternative would require
the installation of a transmission main from the wells to the community, a distribution
system within the community, and a water storage tank. It is assumed that
groundwater from deep wells would not require disinfection.

Rimini Water Supply Alternative E

Alternative E would involve replacing contaminated groundwater supplies with
treated groundwater from the EPA water treatment facility constructed under
Alternative AD5. Thus, Alternative E cannot be implemented if Alternative AD5 is
not constructed. This alternative would take treated water from the EPA groundwater
treatment facility and provide additional treatment (disinfection; pH control), as
necessary. In addition to the intake-treatment facility, this alternative would require
the installation of a transmission main from the facility to the community, a storage
tank, and a distribution system within the community.

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Section 10

Summary of Comparative Analysis of
Alternatives

Section 300.430(e)(9) of the NCP requires that EPA evaluate and compare the remedial
cleanup alternatives based on the nine criteria listed below. The first two criteria, (1)
overall protection of human healfli and the environment and (2) compliance with
applicable or relevant and appropriate requirements (ARARs), are threshold criteria
that must be met for the selected remedy. The selected remedy must then represent
the best balance of the remaining primary balancing and modifying criteria.

10.1 NCP Evaluation and Comparison Criteria
10.1.1 Threshold Criteria

Overall protection of human health and the environment addresses whether or not a
remedy provides adequate protection of human health and the environment and
describes how risks posed through each exposure pathway are eliminated, reduced, or
controlled.

Compliance with ARARs addresses whether or not a remedy will comply with
identified federal and state environmental and facility siting laws and regulations
and/or provide grounds for a waiver. Applicable requirements are those cleanup
standards, standards of control, and other substantive requirements, criteria, or
limitations promulgated under federal environmental or state environmental or
facility siting laws that specifically address a hazardous substance^ pollutant,
contaminant, remedial action, location, or other circumstance found at a CERCLA site.
Only those state standards that are identified by a state in a timely manner and that
are more stringent than federal requirements may be applicable.

Relevant and appropriate requirements are those cleanup standards, standards of
control, or other substantive requirements, criteria, or limitations promulgated under
federal environmental or state environmental or facility siting laws that, while not
applicable to a hazardous substance, pollutant, contaminant, remedial action, location,
or other circumstance at a CERCLA site, address problems or situations sufficiently
similar to those encountered at the CERCLA site that their use is well suited for the
particular site. Only those state standards that are identified in a timely manner and
are more stringent than federal requirements may be relevant and appropriate.

Upper Tenmile Creek ROD.wpd

10-1

i


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Section 10

Summary of Comparative Analysis of Alternatives

10.1.2	Primary Balancing Criteria

Long-term effectiveness and permanence refers to expected residual risk and the
ability of a remedy to maintain reliable protection of human health and the
environment over time, once cleanup levels have been met. This criterion includes the
adequacy and reliability of remedial controls.

Reduction of toxicity, mobility, and volume refers to the preference for a remedy that
reduces health hazards, the movement of contaminants, and/or the quantity of
contaminants at the site through treatment.

Short-term effectiveness addresses the period of time needed to complete the remedy
and any potential adverse effects to human health and the environment that may be
caused during the construction and implementation of the remedy.

Implementability refers to the technical and administrative feasibility of the remedy,
including the availability of materials and services needed to carry out the remedy
and coordination of federal, state, and local governments to work together to clean up
the site.

Cost evaluates the estimated capital cost, O&M costs, and present value costs of each
alternative in comparison to other, equally protective measures.

10.1.3	Modifying Criteria

State acceptance indicates whether the state, based on its review of the information,
concurs with, opposes, or has no comment on the alternatives considered or the
selected remedy.

Community acceptance includes determining which components of the alternatives
interested persons in the community support, have reservations about, or oppose.

10.2 Evaluating the Alternatives with the NCP Criteria

This section summarizes the evaluation of the sitewide alternatives against the nine
NCP criteria. Additional details of the evaluation of alternatives are presented in the
FS and the RI/FS addenda.

10.2.1 Comprehensive Sitewide Mine Site Alternatives

This section summarizes the comparative analysis of sitewide alternatives for all
media at the site, including waste rock/tailings, surface water, groundwater, stream
sediments, residential and recreational yards, and roadway materials. The Rimini
community water system alternatives are discussed in Section 10.2.2. Table 10-1
provides a brief summary of the comparative analysis of the comprehensive remedial
alternatives.

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Table 10-1

Comparative Analysis of Sitewide Alternatives

Evaluation Critc-ri3	Alternative 1	Alternative 2	Alternative 3

Overall Protection of
Human Health and the
Environment

No protection of human
health or the
environment from
existing risk.

Protective of human heath and environment for category Dand E sites aid residential yards.
Protection uncertain for category C and B sites, stream sediments, and groundwater. For
surface water, not fully protective of human health and the environment over the short term; may
be protectee over the long term.

Same as Alternative 2, except greater
protection for category C and D sites.

Compliance with ARARs

Standards currently

exceeded in some
surface water and
groundwater.

May not comply with ARARs. Biological treatment of AMD would accomplish reduction df

contaminant bading to Tenmile Creek and major tibutaries, although its ability to meet surface
water quality ARARs is doubtful. Alternative 2 would not remediate the groundwater underlying
the community of Rimini or achieve ambient groundwater standards. May require ARAfc
waiver.

Same as Alternative 2. May require
ARARs waiver.

Long-Term Effectiveness
and Permanence

Not effective.

Effective for category D and E sites and residential yards. Moderately effective for category C
sites Low to moderate effectiveness for surface water Long-term effectiveness at category D
and C sites would depend upon proper maintenance. Not effective for roadways. Sediment
effectiveness uncertain Would require long-term monitoring and institutbnal controls to
maintain protection as residential or recreational development occurs at sites where wastes are
left in place or with contaminated groundwater.

Same as Alternative 2, except more
effective fcr category C and D sites.

Reduction of Toxicity,
Mobiity, and Volume
through Treatment

No reduction in toxicity,
mobility or volume of

waste.

Moderate reduction in toxicity, mobility and volume over the long teim. Biological treatment of
AMD would reduce contaminant loading to Tenmile Ceek and major tributaries. Treatment
residual waste disposed in Luttrell repository.

Same as Alternative 2.

Short-term Effectiveness

No increase in short-
term risk to
environment or
workers.

Moderate short-term risk to environment and workers during construction

Same as Alternative 2.

Implementabilly

No implementation
required.

Moderately difficult to hiplement. Acquiring 5 acres of level property in the RSmini area for
biological treatment of adit dscharge is uncertain.

Same as Alternative 2.

Total Present Worth Cost

$0

$15,158,000

$15,648,000

State Acceptance

No comment provided.

No comment provided.

No comment provided.

Community Acceptance

No specific comment
provided, although
throughout project the
Upper Tenmile
Watershed group has
recommended cleanup
action.

No comment provided.

No comment provided.

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Table 10-1 (continued)
Comparative Analysis of Sitewide Alternatives

Evaluation	Alternative 4	Alternative 5, as modified	A!te- nntive 6	Alternative 7

Cfitefs-rj	(Selected Remedy)

Overall Protection
of Human Health
and the
Environment

Same as Alternative 3, except more protective for
surface water because physical/chemical treatment
of Rimini adits would be more effective than biologic
treatment {contaminant removal efficiencies of 99
percent and discharge compliance with surface
water quality standards). More protective for
roadways.

Same as Alternative 4, except more
protective for surface water because it
would provide increased volume of clean
water during low flow periods in Tenmile
Creek, when waterquality currently is
significantly degraded.

Same as Alternative 5, except
also protective for category B
sites. However, the incremental
improvement in protectiveness is
not considered significant
because of the relative lack of
size and limited access of the
category B sites.

Same as Alternative 5, except more
protective for surface water because
physical/chemical treatment of all
AMD would be more effective than
biologic treatment (contaminant
removal efficiencies of 99 percent
and discharge compliance with
surface water quality standards).

Compliance with
ARARs

Same as Alternative 3, ejeept more likely to
achieve ARARs since physical/chemical treatment
of AMD in the Rimini area would be effective at
removing contaminants and the treatment plant
discharge would meet all surface water quality
standards. However, mcertain length of time to
achieve surface water ARARs throughout Tenmile
Creek because of additional nonpdnt source
contaminant loads (from contaminated groundwater
and stream underflow). May require ARARs waiver.

Similar to Alternative 4, e«ept may be
more able to meet surface water quality
ARARs in the Tenmile Creek within a
reasonable time frame because it would
provide increased volume of clean water
during low flow perbds. when water quality
currently is significantly degraded. May
require ARARs waiver.

Same as Alterative 5.

Same as Alternative 6, except would
provide the highest level of
compliance with ARARs. May
require ARARs waiver.

Long-Term
Effectiveness
and Permanence

Same as Alternative 3, except more effective for
roadways. Moderately effective for surface water.

Similar to Alternative 4, except moderately
to highly effective for surface water and
more effective for yard sols and roadway

materials because more materials are

removed.

Same as Alternative 5, except
also effective for category B
sites.

Same as Alternative 6, except highly

effective for surface water.

Reduction of
Toxicity, Mobility,
and Volume
through Treatment

Greater reduction in toxfcity, mobilly, or volume
than Alternatives 2 or 3 because AMD near Rimini
would be treated using physicalfchemical system.

Same as Alternative 4,

Same as Alternative 5.

Greater reduction in toxicity,
mobility, or volume than other
alternatives because all AMD would
be treated by physicafchemical

systems.

Short-term

Effectiveness

Same as Alternative 3,

Similar to Alternative 4, except greater
disruption during construction in Rimini
because of greater excavation depth.

More short-term risk than

Alternative 5 because more sites
addressed.

Same as Alternative 6.

Implementabilty

More difficult to implement than Alternative 3.
Design studies required to determine best AMD
physical/chemical treatment train. Locating 4 acres
of sludge d lying beds near Rimini maybe difficut.

More difficult to implement than Alternative
4. Requires development of flow
augmentation protocols for Tenmile Creek.

Slightly more difficult to
implement than Alternative 5
since more mine sites

addressed.

More difficult to implement than
Alternative 6, since more
physical/chemical treatment systems
built.

Total Present
Worth Cost

$18,195,000

$22,204,000

$24,657,000

$35,311,000

State Acceptance

No comment provided.

Concurrence with selected remedy.

No comment provided.

No comment provided.

Community
Acceptance

No comment provided.

Support for selected remedy; support for
additional water storage component.

No comment provided.

No comment provided.

Upper Tenmile Creek ROD,wpd	10-4


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Section 10

Summary of Comparative Analysis of Alternatives

10.2.1.1	Alternative 1

Alternative 1 consists of the following components:

¦	No action for all media (WR1, AD1, SW1, SD1, GW1, RY1, RD1)

Alternative 1 would not meet the threshold remedy selection criteria of overall
protectiveness and compliance with ARA Rs. It would have no long- or short-term
effectiveness and would not reduce contaminant toxicity, mobility, or volume.

10.2.1.2	Alternative 2

Alternative 2 consists of the following components:

¦	Remove mine wastes to Luttrell repository for category E sites (WR4), cap in place
category D sites (WR3), surface controls for category C sites (WR2), and no action for
category A and B sites (WR1)

¦	Source control and flow reduction, followed by treatment of adit discharges (Modified
AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Remove contaminated residential yards (RY3)

¦	No action for surface water (SWi), stream sediments (SD1), and roadways (RD1)

Excavation and removal of the contaminated waste rock/tailings, with disposal at the
Luttrell repository, is considered the most protective approach for dealing with waste
rock/tailings. This would provide a very protective remedy for category E sites.
Capping in place is considered to be protective for category D sites. Surface controls
are expected to be protective for category C sites, although there is some uncertainty
because of the potential for re-acidification of the wastes (if they are not properly
amended) and elimination of the erosion-protecting vegetation. This alternative
would also effectively remedy all contaminated residential yards at the site.

Biological treatment of AMD would accomplish major reductions of contaminant
loading to Tenmile Creek and its major tributaries, although its ability to meet surface
water quality ARARs is uncertain. There would be substantial Q&M costs to dispose
and replace substrate materials from the biological treatment systems. Alternative 2
would not remediate the groundwater underlying the community of Rimini or
achieve ambient groundwater standards. It would also not directly reduce
contamination in surface water or instream sediments, although contaminant levels
in these media are expected to be reduced due to the other remedial actions. This
alternative would not be effective for contaminated roadway material.

Upper Tenmile Creek ROD.wpd

10-5


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Section 10

Summary of Comparative Analysis of Alternatives

10.2.1.3	Alternative 3

Alternative 3 consists of the following components:

¦	Remove mine wastes to Luttrell repository for category D and E sites (WR4), cap in
place category C sites (WR2), and no action for category A and B sites (WR1)

¦	Source control and flow reduction, followed by treatment of adit discharges (Modified
AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Remove contaminated residential yards (RY3)

¦	No action for surface water (SW1), stream sediments (SD1), and roadways (RD1)

Alternative 3 would provide increased protectiveness relative to mine wastes/tailings
in comparison to Alternative 2. Category C sites would require long-term monitoring
and institutional controls to ensure that the caps remain effective over time and that
material is excavated and disposed of appropriately if residential or recreational cabin
development occurs. As in Alternative 2, this alternative assumes that biological
treatment of AMD would be implemented, which would be. effective at reducing
loading to Tenmile Creek and its tributaries, but may not comply with surface water
quality ARARs at all locations. Alternative 3 would not directly remediate surface
water, sediment, roadway material or the groundwater underlying the community of
Rimini or achieve ambient groundwater standards.

10.2.1.4	Alternative 4

Alternative 4 consists of the following components:

¦	Remove mine wastes to Luttrell for category C, D, and E sites (WR4) and no action for
category A and B sites (WR1)

¦	Source control and flow reduction, followed by treatment of adit discharges (Modified
AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Remove contaminated residential yards (RY3)

¦	Remove contaminated roadways (RD3)

¦	No action for surface water (SW1) and stream sediments (SD1)

Upper Tenmile Creek ROD.wpd

10-6


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Section 10

Summary of Comparative Analysis of Alternatives

Alternative 4 would provide a protective remedy, relative to mine waste/tailings,
that would be effective in both the long- and short-term. It would effectively isolate
the most significant waste piles at the site (wastes at category C, D, and E sites) by
placing them in a lined regional repository with effective leachate control and
monitoring.

Physical/chemical treatment of AMD in the Rimini area would be very effective at
removing contaminants; the treatment facility would remove approximately 99
percent of the contaminant load and the treatment plant discharge would meet all
surface water quality standards. Contaminated stream sediments in the Rimini area
that may contribute to degradation of surface water would be monitored over time
and potentially removed, if determined to be a significant source of metals loading to
the stream. However, it is uncertain how long it would take to achieve surface water
ARARs throughout Tenmile Creek, because there are additional nonpoint source
contaminant loads (from contaminated groundwater and stream underflow) that
would still not be addressed. Alternative 4 would not remediate surface water or
sediment directly, or the groundwater underlying the community of Rimini or
achieve ambient groundwater standards. Protectiveness goals for residential and
recreational yards would be met with implementation of Alternative 4. This
alternative would effectively eliminate threats due to contaminated roadway
material.

10.2.1.5 Alternative 5 (As Modified)

Alternative 5 (as modified) consists of the following components:

¦	Remove mine wastes to Luttrell for category C, D, and E sites (WR4) and no action for
category A and B sites (WR1)

¦	Source control and flow reduction, followed by treatment of adit discharges (Modified
AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Construct additional water storage in Chessman Reservoir for flow augmentation
(SW3)

¦	Remove all accessible contaminated yard soils (RY3B), which would likely include
construction of a Rimini community wastewater collection and treatment system
(RY3CS) to replace individual septic systems damaged during the soil excavation

¦	Remove accessible contaminated roadway materials in Rimini (RD3B)

¦ No action for stream sediments (SD1)

Upper Tenmile Creek ROD.wpd

10-7


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Section 10

Summary of Comparative Analysis of Alternatives

For mine wastes, AMD, and sediments, Alternative 5 (as modified) would provide
the same level of protection as Alternative 4. Alternative 5 (as modified) would be
better able to meet surface water quality ARARs in Tenmile Creek because it would
provide increased volume of clean water during low flow periods when water quality
currently is significantly degraded, thereby helping to increase fish populations in
Tenmile Creek below Rimini. Like the other alternatives, Alternative 5 would not
directly remediate the instream sediments or groundwater underlying the
community of Rimini or achieve ambient groundwater standards. Protectiveness
goals for yard soils and roadway materials would be met with implementation of
Alternative 5 (as modified). At $22,204,000 (assuming that the contingent Rimini
community wastewater system would be required), this alternative is approximately
25 percent more expensive than Alternative 4 and approximately 45 percent more
expensive than Alternatives 2 and 3. This alternative is acceptable by the State of
Montana, Lewis and Clark County, the City of Helena, and has a high level of
support from the Rimini community.

10.2.1.6 Alternative 6

Alternative 6 consists of the following components:

¦	Remove mine wastes to Luttrell repository for category C, D, and E sites (WR4), cap in
place category B sites (WR3), and no action for category A sites (WR1)

¦	Source controls and flow reduction, followed by treatment of adit discharges
(Modified AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Remove Tenmile Creek sediments (SW3) for Rimini area only, with no sediment action
for other stream reaches (SD1)

¦	Construct additional water storage in Chessman Reservoir for flow augmentation
(SW3)

¦	Remove contaminated residential yards (RY3)

¦	Remove contaminated roadways (RD3)

This alternative would comply with most ARARs and would provide increased
protectiveness by addressing the additional category B sites. However, the
incremental improvement in protectiveness is not considered significant because of
the relative lack of size and limited access to the category B sites. Removing
contaminated sediments in the Rimini area would be expected to improve water
quality in Terimile Creek in that area, but the degree of improvement is difficult to

Upper Tenmile Creek ROD.wpd	10-8


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Section 10

Summary of Comparative Analysis of Alternatives

quantify because the other contaminant sources in Rimini currency dominate the
loading to the creek. Alternative 6 would not remediate the groundwater underlying
the community of Rimini or achieve ambient groundwater standards

10.2.1.7 Alternative 7

Alternative 7 consists of the following components:

¦	Remove mine wastes to Luttrell repository for category B, C, D, and E sites (WR4) and
no action for category A sites (WR1)

¦	Source control and flow reduction, followed by treatment of adit discharges (Modified
AD4/5)

¦	Implement groundwater use controls (GW3)

¦	Remove Tenmile Creek sediments for Rimini area and the mainstem below Rimini to
Walker Creek (SD3)

¦	Construct additional water storage in Chessman Reservoir for flow augmentation
(SW3)

¦	Remove contaminated residential yards (RY3)

¦	Remove contaminated roadways (RD3)

Alternative 7 provides the highest level of protection and compliance with ARARs of
all the alternatives. By excavating and removing mine wastes/tailings at all Category
B, C, D, and E sites, nearly all significant waste materials at the site would be placed
in the secure Luttrell repository. Physical/chemical treatment of all AMD would be
very effective (contaminant removal efficiencies of 99 percent and discharge
compliance with surface water quality standards), but the costs would be high. Long-
term operation and maintenance costs would be significant. Alternative 7 would not
remediate the groundwater underlying the community of Rimini or achieve ambient
groundwater standards. Alternative 7 would be protective for residential yard and
roadway materials cleanup. Stream sediments would be removed, eliminating this
potential pathway for loading to Tenmile Creek surface water.

10.2.2 Rimini Water Supply Alternatives

This section summarizes the comparative analysis of the alternatives considered for
developing a community water system in Rimini. Table 10-2 provides a brief
summary of the comparative analysis of the mine site remedial alternatives.

Upper Tenmile Creek ROD.wpd

10-9


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Table 10-2

Comparative Analysis of Rimini Water Supply Alternatives

ALTERNATIVE

Alternative A	Alternative B	Alternative C	Alternative U	Alternative E

Selected Remedy

Overall Protection of Human
Health and the Environment

No protection of
human health or
the environment

from existing risk.

Protective of human health.

Same as Alternative B. Would eliminate
exposure pathway for contaminated
groundwater for all residences
connected to the community system.

Same as Alternative C.

Same as Alternative D.

Compliance vwth ARARs

Standards

exceeded in some
drinking water
supplies.

Complies with dnnKing water system

ARARs.

Same as Alternative B.

Same as Alternative C.

Same as Alternative D.

Long-Term Effectiveness
and Permanence

Not effective.

Long-term effectiv eness uncertain.
Effectiveness refies on individual
homeowners conducting routine
maintenance on theirsystems, such as
regularly replacing filters. No effective
mecha nism for E PA to ens ure that all
POU systems are maintained by
homeowners.

Effective in the long term. More
effectwe than Alternative B.

Same as Alternative C.

Same as Alternative D. Alhough
there may be variations in the
discharge flows being produced by
the EPA treatment plant, the
projected flows would always be
adequate to meet the source flow
requirements for the community of
Rimini.

Reduction of Toxicity, Mobility,
and Volume through Treatment

No reduction in
toxicity, mobility or
volume of waste.

Same as Alternative A. Contaminants
removed from the drinking water supply
at an individual house would be returned
to the site sols and groundwater during
system backwash, using the individual
wastewater disposal system for the
house.

Does not treat contaminated
groundwater.

Same as Alternative C.

Contaminants are removed from
groundwater during treatment for
the Rimini water system and then
placed in the secure Luttrell
repository.

Short-term Effectiveness

No chang e in
short-term risk to
environment or
workers.

Minimal increase in short-term risk to
environment or workers.

Moderate increase in short-term risk to
environment and workers during
construction.

Same as Alternative C,

Same as Alternative D.

Impiementability

No

implementation
required.

Minimally difficult to implement.

Moderately difficult to implement. It
may not be possible to obtain water
rights to use Spring Creek water.

Same as Alternative C.
Design study required to
locate adequate water
source.

Same as Alternative D. Depends
upon construction of Rimini
groundwater treatment system.
Has highest O&M costs for system
users of any alternative.

Total Present Worth Cost

$0

$400,000

$344,000

$495,000

$281,000

State Acceptance

No comment
provided.

No comment provided.

No comment provided.

Concurs with selected
remedy.

Does not support alternative.

Community Acceptance

No support.

Acceptable to com munity.

No comment provided.

Supports alternative.

No comment provided.

Note: The total present worth costs have been adjusted to remove the system O&M costs from the present worth calculation because the O&M costs will be borne by the
system users and will not be part of EPA's remedial action.

Upper Tenrnile Creek ROD.wpd

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Section 10

Summary of Comparative Analysis of Alternatives

10.2.2.1	Rimini Water Supply Alternative A

Alternative A consists of the following components:

¦	No action

Alternative A would not meet the threshold remedy selection criteria of overall
protectiveness and compliance with ARARs. It would have no long- or short-term
effectiveness and would not reduce contaminant toxicity, mobility, or volume.

10.2.2.2	Rimini Water Supply Alternative 6

Alternative B consists of the following components:

¦	Provide POU treatment systems for individual residences

Alternative B would treat the water to standards required for consumption, so it
would be protective of human health. If maintained reliably, the POU systems would
be effective in the long-term. However, effective application of this technology
requires that individual homeowners conduct routine maintenance on their systems,
such as regularly replacing filters. There is no effective mechanism to ensure that all
POU systems are reliably maintained by the homeowners. From an environmental
viewpoint, there would be no reduction in overall toxicity, mobility, and volume of
contaminants because all contaminants removed from the drinking water supply at
an individual house would be returned to the site soils and groundwater during
system backwash (through the individual wastewater disposal system for the house).

10.2.2.3	Rimini Water Supply Alternative C

Alternative C consists of the following components:

¦	Construct a community water system and use the groundwater of Spring Creek as the
source of water

This alternative would be protective of human health. It would eliminate the
exposure pathway for consuming contaminated groundwater for all residences
connected to the community system. There would be moderate short-term risks
during construction of the system, but in the long-term it would be effective. The cost
for this alternative is moderately high.

10.2.2.4	Rimini Water Supply Alternative D

Alternative D consists of the following components:

¦	Construct a community water system using deep wells as the source of water

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Section 10

Summary of Comparative Analysis of Alternatives

Alternative D would be protective of human health; it would eliminate the exposure
pathway for consuming contaminated groundwater for all residences connected to
the community system. There would be moderate short-term risks during
construction of the system, but, in the long term, it would be effective. This
alternative has the highest cost of any of the Rimini water supply alternatives because
it is expected to require considerable exploratory drilling to locate a water source of
adequate quality and quantity.

10.2.2.5 Rimini Water Supply Alternative E

Alternative E consists of the following components:

¦ Construct a community water system using treated Rimini groundwater from
alternative AD5 as the source of water

Alternative E would be protective of human health and is expected to be effective in the
long-term. Although there may be variations in the discharge flows being produced by
the EPA treatment plant, the projected flows would always be adequate to meet the
source flow requirements for the community of Rimini. There would be some adverse
short-term impacts during construction, but those impacts are not expected to be major.
This alternative is less costly than Alternatives C and D because it does not require
construction of facilities to develop a water source, but rather relies on water already
treated in the community of Rimini as its water source.

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Section 11

Principal Threat Wastes

The NCP establishes an expectation that EPA will use treatment to address the
principal threats posed by the site wherever practicable (NCP §300.430 (a)(l)(iii)(A)).
Identifying principal threat wastes combines concepts of both hazard and risk. In
general, principal threat wastes are those source materials considered to be highly
toxic or highly mobile that generally cannot be contained in a reliable manner or that
would present a significant risk to human health or the environment should exposure
occur. Conversely, non-principal threat wastes are those source materials that
generally can be reliably contained and that would present less risk in the event of
exposure. The manner in which principal threats are addressed typically will
determine whether the statutory preference for treatment as a principal element is
satisfied.

The source materials identified at the site include contaminated waste rock, tailings,
and adit discharge waters at historic abandoned or inactive mine sites. Contaminated
media at the site include waste vock/ tailings, groundwater, surface water, stream
sediments, yard soils at residences and occasional-use recreational cabins, and
roadway materials within the community of Rimini. Most of the source materials and
media at the site (including all of the contaminated solid media) do not present
principal threats and are therefore considered non-principal threat wastes.
Containment of the solid media source materials using a repository and soil covers is
a reliable remedy.

However, several adits in the Rimini area (Susie, Lee Mountain, and Red Water)
discharge waters that are highly contaminated with arsenic, lead, or zinc. Those
waters could be considered highly mobile and toxic, and it is likely that not all of
these discharges can be contained in a reliable manner. EPA considers these specific
adit discharges to be principal threat wastes. All sitewide alternatives discussed in
Sections 9 and 10 would address these wastes through the four-phase remedy for
AMD. EPA's initial effort will be to reduce the volume of wastes through source
control and adit discharge flow reduction techniques. EPA will subsequently employ
appropriate treatment technologies, determined in consultation with DEQ, to further
reduce loading from these sources. The four-phase remedy of source control and
treatment of the Rimini-area adit discharge waters fulfills the requirement for use of
treatment for principal threat wastes at the site.

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Section 12
Selected Remedy

Based upon consideration of CERCLA requirements, the detailed analysis of
alternatives, and public comments, EPA has determined that the preferred remedial
alternatives presented in the proposed plan, sitewide Alternative 5 (as modified) and
Rimini water supply Alternative D are the appropriate remedies for the site.

12.1 Rationale for Selected Remedy

This selected remedy, which is supported by the State of Montana, Lewis and Clark
County, the City of Helena, and residents of the community of Rimini, will reduce
risk to human health and the environment through the following:

¦	As required> the selected remedy will meet the threshold cleanup evaluation criteria
(overall protection of human health and the environment and compliance with
ARARs, unless an ARAR waiver is ultimately determined necessary and appropriate).
Overall protection of human health and the environment is accomplished through
removal of contaminated mine wastes, yard soils, and roadway materials, reduction of
flow and treatment of AMD to human health- and ecological-based concentrations,
implementation of institutional controls to prevent the use of contaminated aquifers
for drinking water purposes, and construction of a reliable deep well water supply
system for the community of Rimini. The selected remedy is more protective for
surface water than other alternatives because it would provide the increased volume of
clean water during low flow periods in Tenmile Creek. This would complement the
cleanup of contaminated mine waste and AMD in order to achieve water quality
improvements sufficient to support the Tenmile Creek trout fishery.

¦	The selected remedy removes or addresses the principal contaminant sources at the
site.

¦	The selected remedy provides very good long-term effectiveness and permanence
because excavated wastes will be permanently isolated in a secure engineered
repository. Long-term reductions in AMD metals loading will be achieved through a
four-phase approach using source control and flow reduction, followed by treatment if
necessary to meet ambient surface water quality ARARs. The water supply system for
the community of Rimini will provide a long-term and reliable source of
uncontaminated drinking water.

¦	The selected remedy is readily implementable. The remediation technologies selected
for this alternative have been successfully employed at other Superfund sites. Design
studies will be required to determine the best methods (technologies) to control
contaminant sources, reduce AMD flows, and provide for passive biological or
physical/chemical treatment of residual AMD flows, where flow reduction and source
controls cannot address the discharges adequately.

The selected remedy best meets the entire range of selection criteria and achieves, in
EPA's determination, the appropriate balance considering site-specific conditions and

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Section 12
Selected Remedy

criteria identified in CERCLA and the NCP (additional documentation is provided in
Section 13).

12.2 Description of Selected Remedy

The selected remedy is outlined below. Details of the selected remedy may be
modified somewhat as a result of the remedial design and construction processes.
Minor design changes will be documented using technical design memoranda. Any
substantive modifications to the selected remedy would be documented through an
explanation of significant differences or ROD amendment, in accordance with the
NCP and EPA guidance.

Waste Rock and Tailings

¦	Approximately 245,000 cubic yards of contaminated material will be excavated from 70
category C, D, and E high priority mine sites. Excavated wastes will be disposed of in
the Luttrell repository. Excavated areas will be backfilled with clean soils to
appropriate slope contours and revegetated. No action is expected to be taken at the
remaining80 Category A and B mine low priority sites (which contain approximately
95,000 cubic yards of waste rock materials).

¦	During detailed remedial design, EPA will collect additional site data for specific mine
sites. Each site will be reevaluated and rescored based on all current data; the relative
ranking and categories of some sites may change if new site data indicate changes in
site conditions.

¦	Institutional controls will be implemented using mechanisms available through Lewis
and Clark County to provide information to current and future property owners
regarding any inaccessible wastes that may remain on site with concentrations of
contaminants above cleanup action levels. The property owners will be provided
information about requirements for excavating and maintaining remediated
properties.

¦	The Luttrell repository could continue to be used for the disposal of wastes from the
site. A portion of the repository may remain available in the long-term for disposal of
nonhazardous water treatment sludges/spent media and mining wastes excavated to
accommodate future residential, recreational, or commercial development.

¦	Consistent with the need to provide continued wildlife security inTenmile Creek
watershed, EPA will minimize the construction or widening of access roads necessary
to implement its waste rock and tailings removal actions. All road improvements will
be designed in consultation with the USFS, DFWP, and local property owners and will
be consistent with overall land management and traffic plans of the USFS, to the extent
practicable. After remedial construction is complete, EPA will return access roads to

Upper Tenmile Creek ROD.wpd

12-2


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Section 12
Selected Remedy

pre-remedial conditions to the extent possible, while retaining drainage
improvements. Where new access roads are necessaiy, EPA will generally remove
them after implementation of the remedial action.

Luttrell Repository

¦	The Luttrell repository, which will receive all solid media mining wastes from the site,
incorporates both cover and bottom liners. The cover consists of a geosynthetic clay
liner (GCL), a 60-mil textured high density polyethylene geomembrane, 12-inch
drainage, 24-inch thermal barrier, and 6-inch vegetation support layers, and
vegetation. The bottom liner consists of 60-mil geomembrane and a GCL to minimize
infiltration through the bottom of the pit.

¦	The first three of an estimated six repository cells have been constructed and partially
filled during prior removal actions at the site. The overall repository conceptual
design can accommodate approximately 2.5 million cy of mine wastes, but the
repository has the flexibility to receive and be closed with as little as 600,000 cy. At the
former capacity, the maximum depth of wastes in the repository would be
approximately 120 feet. The final closure configuration of the repository will depend
on the final volume of waste deposited. The final configuration will be contoured to
allow for natural drainage of precipitation runoff from the repository.

¦	Leachate from the repository will be collected by a leachate collection, treatment, and
discharge system. The collection system includes a 12-inch thick permeable drainage
layer and leachate collection pipes above the bottom liner. Collected leachate will be
treated in either a passive biological or conventional treatment system (depending on
the results of ongoing treatability tests) prior to land application disposal (LAD) on
forested land southeast of the repository or will be treated or disposed in another
appropriate manner in accordance with ARARs.

Acid Mine Drainage

¦	Collapsed shafts/adits will be capped and regraded and drainage features'will be
constructed to prevent or reduce storm water and snowmelt from entering mine
workings and contributing to AMD. Design investigations will be conducted to
determine potential effectiveness of additional measures, such as the grouting of mine
workings, to reduce the quantity of AMD.

¦	All discharging adits will be evaluated in a four-phase program to develop and
implement practicable cost-effective control measures to eliminate AMD from existing
mine adits and attain compliance with state water quality standards in Tenmile Creek
and its tributaries. The program, conducted by EPA in consultation with DEQ, will
begin with full evaluation and pilot studies of source control and flow reduction
technologies to minimize the need for and size of long-term AMD treatment facilities.

Upper Tenmile Creek ROD.wpd	12-3


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Section 12
Selected Remedy

After all appropriate efforts to implement source controls and flow reduction have
been implemented, EPA, in consultation with DEQ, will evaluate and select
appropriate facilities to treat residual mine adit dischargesbased on specific flow rates
and water chemistries. EPA will then design and build the AMD treatment facilities
necessary to meet state ambient water quality standards.

¦	In addition to determining treatment needs for major sources of AMD (described
above), and after collecting additional adit discharge data and considering potential
flow reduction options, EPA, in consultation with DEQ, will reevaluate the
contaminant loadings from small adit discharges relative to potential adverse
environmental impacts that would result from developing access and constructing
treatment facilities. At that time, EPA may determine, in consultation with DEQ, USFS,
and property owners, that adit discharges at remote, roadless locations with minimal
loadings to the streams may appropriately be left undisturbed.

¦	EPA anticipates that treatment for many of the AMD sites, at remotely located sites
having low flow rates and loadings, will consist of low cost, low maintenance
biological treatment systems (probably utilizing enhanced sulfate-reducing bacteria,
oxidation, and constructed wetlands, with additional treatment polishing components)
or other in-situ treatment systems.

Groundwater

¦	The selected remedy, including removal of waste rock/tailings source areas and the
four-phase program to reduce loading from AMD, is expected to result in significant
improvements in overall groundwater quality. The time frame required to attain
ambient groundwater standards is uncertain. EPA will monitor groundwater quality
improvements relative to the performance standards identified in this ROD through
several five-year review cycles, conduct additional source control actions as
appropriate, and then make a determination whether waiver of the state ambient
groundwater standards is necessary and appropriate, in accordance with Section 12.7,
Remedy Contingencies.

¦	The selected remedy provides for the implementation of institutional controls to
prevent the installation and use of new drinking water wells where contaminated
aquifers exist. Under Montana Code Annotated § 85-2-501, a controlled groundwater
area may be designated if 1) excessive groundwater withdrawals would cause
contaminant migration, 2) groundwater withdrawals are occurring or likely to occur
that adversely affect groundwater quality within the groundwater area, or 3)
groundwater quality within the groundwater area is not suited for a specific beneficial
use. DNRC may designate either a permanent or a temporary controlled groundwater
area. EPA will coordinate with the Lewis and Clark County health department and
DNRC in establishing an appropriate controlled groundwater area. EPA does not

Upper Tenmile Creek ROD.wpd

12-4


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Section 12
Selected Remedy

expect that the controlled groundwater area will prohibit new irrigation wells or
require discontinuation of the use of existing wells for irrigation purposes.

Surface Water

¦	EPA will augment flows in Tenmile Creek by constructing improvements to Chessman
Reservoir and the Red Mountain flume to provide for an additional 500 acre-feet of
storage in the reservoir. EPA, in consultation with DEQ, will negotiate with water
right holders to find appropriate water management approaches to augment stream
flow in critical reaches of Tenmile Creek. The additional stored water would be
available to the City of Helena to offset water the city would allow to bypass the
Helena intake structure in Tenmile Creek above Rimini. The bypassed water could
augment stream flow in Tenmile Creek in and below Rimini during the late summer
and early fall low-flow periods in order to improve water quality. The bypassed water
could come from both the natural flows of upper Tenmile Creek and Banner Creek and
stored water in Scott Reservoir.

¦	Source control actions for waste rock and tailings and AMD, augmented stream flows
during low-flow periods, and natural attenuation of contaminants in surface water are
expected to achieve surface water remedial action goals within a reasonable time
frame. Because there are nonpoint source contaminant loads at several locations in the
watershed (for example, from contaminated groundwater) that will not be addressed
directly by the selected remedy. EPA will establish and operate a long-term program
for monitoring surface water quality at key locations within the watershed. At each
five-year review period, EPA will evaluate improvements in surface water quality
relative to the performance standards identified in this ROD and make a determination
whether additional source control measures are necessary or warranted to attain the
surface water ARARs. If, after several five-year review cycles, EPA determines that it
is not possible to attain surface water ARARs for certain parameters (for example, for
cadmium or zinc), then EPA, in consultation with DEQ, will at that time consider
waiving pertinent surface water ARARs in accordance with Section 12.7, Remedy
Contingencies.

Stream Sediments

¦	Water quality and sediment quality will be monitored in Tenmile Creek after waste
rock/ tailings and AMD cleanup actions are complete. After additional monitoring
and evaluation, if sediments in specific stream reaches are determined responsible for
unacceptable metal loading to surface water, then those sediments will be excavated
and disposed of at the Luttrell repository.

Upper Tenmile Creek ROD.vipd

12-5


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Section 12
Selected Remedy

ContaminatedYard Soils

¦	All accessible soils in yards at residences and occasional-use recreational cabins
containing contaminant concentrations above cleanup levels will be excavated and
disposed of in the Luttrell repository. Excavated areas will then be restored to pre-
removal conditions by backfilling with clean soils, reseeding or sodding, and fencing.
Shrubs, trees, and other residential yard features will be maintained or replaced in
consultation with the landowner. A contingency remedy element of constructing a
community wastewater collection and treatment system to replace individual septic
systems damaged or removed during the excavation of contaminated yard soils is
discussed in Section 12.7 below (see subsection "Rimini Community Wastewater
System").

¦	Institutional controls will be implemented through Lewis and Clark County to provide
information to current and future property owners regarding any inaccessible wastes
that may remain on site with concentrations of contaminants above cleanup action
levels. The property owners will be provided information about requirements for
excavating and maintaining remediated properties.

Contaminated Roadway Materials

¦	Contaminated roadway materials will be excavated and disposed of in the Luttrell
repository. Approximately 5,000 feet of roadway through the community of Rimini
will be addressed.

Rimini Water Supply

¦	EPA will construct a new community water system for Rimini residents. The source of
water for the community system will be new deep wells installed near Rimini. The
system will include water storage and distribution and will have the capacity to serve
approximately 50 residences. With 35 connections, the cost of water to Rimini
community system users would be comparable to the costs borne by rate payers on the
Helena water system. Contingencies for this aspect of the remedy are discussed in
Section 12.7 below (see discussion under "Rimini Community Water System").

12.3 Estimated Remedy Costs

A summary of the capital, operations and maintenance, and periodic costs for the
sitewide selected remedy is provided in Tables 12-1 and 12-2. The 30-year present
value analysis is summarized in Table 12-3. Detailed summaries of the estimated
capital costs of the selected remedy are presented in Appendix B. A summaiy of the
capital, O&M, and periodic costs for the Rimini water supply selected remedy is
provided in Table 12-4 and the 30-year present value analysis is summarized in Table
12-5. Figure 12-1 provides EPA's estimate of the yearly revenue necessary to operate
Upper Tenmile Creek ROD.wpd	12-6


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Section 12
Selected Remedy

and maintain the Rimini community water system and the projected annual cost to
individual water users connected to the system. Yearly revenue is based on the
current City of Helena water rate of $2.14 per 100 cubic feet (748 gallons) and $2.00
per month basic service fee. It is assumed that the average household has three
people. Costs and revenues shown in Figure 12-1 are based on an assumed average
household consumption of either 50 or 100 gallons per day per person. Typical water
consumption in Helena ranges from 100 to 200 gallons per day per person. Assuming
that many residents in Rimini would choose to limit water consumption, EPA has
estimated somewhat lower average consumption. A summary of the capital, O&M,
and periodic costs for the contingent Rimini community wastewater treatment system
is provided in Table 12-6 and the 30-year present value analysis is summarized in
Table 12-7. Yearly revenue necessary to operate the community wastewater system
and the annual cost to users connected to the system are expected to be similar to the
costs estimated for the community water system.

The net present value of the estimated capital and operating cost for a 30-year period
is approximately $21,511,000 for the sitewide remedy, $495,000 for the Rimini
community water system, and $693,000 for the contingent Rimini community
wastewater system. Therefore, if all elements of the remedy for the site are
constructed, including the contingency wastewater system, the total remedy present
value would be approximately $22,699,000. The time frame to implement the remedy
is anticipated to be 5 to 10 years. These cost estimates are based on the best available
information regarding the anticipated scope of the remedial alternative. This is a
feasibility-level engineering cost estimate expected to be within +50 to -30 percent of
the actual project cost. Changes in the cost elements are likely to occur as a result of
new information and data collected during the engineering design of the remedial
alternative.

Upper Tenmile Creek ROD.wpd

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Section 12
Selected Remedy

Table 12-1

Summary of Estimated Capital Costs for Sitewide Selected Remedy

Remedy Component	Cost

Waste Rock
Category A and B sites (no action)

Category C sites (remove to LuttreII repository)
Category D sites (remove to LuttreII repository)
Category E sites (removal to LuttreII repository)
Subtotal

$4,151,508
$867,365
$3,306,162
$8,325,034

AMD

Four-phase program, assumed physical/chemical treatment
for 3 Rim ini-area adits, biological treatment for all other ad its

$8,546,557

Sediments
No action

Surface Water

Expand Chessman Reservoir

$4,232,017

Ground Water

Ground Water Use Controls

$15,000

Residential Yards
Remove to Repository

$2,123,194

Roadway M aterials

Remove to Repository

$1,121,631

Total Capital Costs

$24,363,434

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12-8


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Section 12

Selected Remedy

Table 12-2

Summary of Estimated Post-Construction
Costs for Sitewide Selected Remedy

item	Unit Unit Cost Quantity Cost

Waste Rock (EPA, years 1-9 [prorated]; State of Montana, years 10-30)





Category C site inspections

hr

$ 25.00

80

$2,000

Category D site inspections

hr

$ 25.00

22

$550

Category E site inspections

hr

$ 25.00

38

$950

Site maintenance

Is

$ 7,000.00

1

$7,000

Sample analysis

ea

$ 250.00

15

$3,750

Subtotal







$14,250

O&M contingencies

25%





$3,563

Waste Rock Annual Post-Construction







$17,813

Cost









Acid Mine Drainage (EPA, years 7-19 [prorated]; State of Montana, years 20-30)



Site inspections

hr

$ 25.00

656

$16,400

Site maintenance

Is

$ 7,000.00

1

$7,000

Lime softening

gpm

$ 315.36

35

$11,038

Reverse osmosis treatment faclity

gpm

$ 525.60

35

$18,396

Substrate removal and disposal at Luttrell

cy

S 15.00

516

$7,744

Replace substrate (1/15 per year)

ac

818,000.00

0.11

$5,120

Sludge removal and disposal at Luttrell

cy

$ 15.00

154

$2,315

Sludge stabilization

cy

$ 37.35

154

$5,764

Sample analysis

ea

$ 250.00

166

$41,500

Subtotal







$115,000

O&M contingencies

25%





$28,819

Acid Mine Drainage Annual Post-







$144,096

Construction Cost









Luttrell Repository (EPA, years 1-9 [prorated]; State of Montana, years





10-30)









Repository inspections

hr

$ 25.00

48

$1,200

Leachate treatment

gal

$ 0.31

12754

$3,915

Repairs and supplies

Is

$10,000.00

1

$10,000

Subtotal







$15,115

O&M contingencies

25%





$3,779

Luttrell Repository Annual Post-







$18,894

Construction Cost









Sediment (EPA, annualy years 1-9, then years 15, 20, 25, 30)





Sediment sampling

hr

$ 25.00

32

$800

Sample analysis

Is

$ 250.00

10

$2,500

Subtotal







$3,300

O&M contingencies

25%





$825

Sediment Annua! Post-Construction Cost







$4,125

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Section 12
Selected Remedy

Table 12-2 (continued)
Summary of Estimated Post-Construction
Costs for Sitewide Selected Remedy

Itesn	Unit Unit Cost Quantity Cost

Surface Water (EPA. annually years 1-9, then years 15. 20, 25, 30)

Stream sampling hr $ 25.00
Sample analysis Is $ 250.00

Subtotal

O&M contingencies 25%

64
20

$1,600
$5,000

$6,600
$1,650

Surface Water Annual Post-Construction
Cost





$8,250

Groundwater (EPA, annually years 1-3, then pars 18, 20, 25, 30)

Inspections and sampling hr $ 25.00
Sample analysis ea $ 250.00
Subtotal

O&M contingencies 25%

8

10

$200
$250
$2,700
$675

Groundwater Monitoring Annual Post-
Construction Cost





$3,375

Residential Yards and Roadway Materials







Included in Waste Rock and Luttrell

Repository Categories







Five-Yea r Reviews (EPA)
Five-Year Review
Contingencies

is $50,000.00
25%

1

$50,000
$12,500

Total EPA Five-Year Review Costs





$62,500

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Section 12
Selected Remedy

Year

Table 12-3

30-Year Present Value Analysis for Sitewide Selected Remedy

Capital
Costs

Montana

EPA
Post-

O&M Costs Construction
Costs

Periodic:
Costs
(EPA)

Total Annual
Expenditures

Discount
Factor

Notes:

1	Capita! Costs for v\este rock are assurred to occur over a 10-yesr period

2	Total annual expenditures is not discounted

3	Present value is caicJated using a T percent discount rate

Present
Value

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Section 12
Selected Remedy

Table 12-4

Summary of Estimated Capital and Post-Construction Costs
for Rimini Community Water System Selected Remedy

Remedy Component	Unit	Unit Cost Quantity	Cost

Capital Costs









Community water supply wells

each

$15,000.00

2

$30,000

Community well pump and pitless adapter

each

$8,000.00

2

$16,000

Electric power line

If

$10.00

500

$5,000

4" transmission main

If

$5.87

1000

$5,870

50,000 gallon storage tank

Is

$50,000.00

1

$50,000

6" distribution main

If

$7.77

3000

S23.310

Service connection including meters

each

$1,000.00

35

$35,000

Site fencing

If

$20.35

400

$8,140

Subtotal







$173,320

Mobilization/Demobiization, Bending, and Insurance

8.00%





$13,866

Construction Contingencies

30,00%





$51,996

Subtotal







$239,182

Project Management

8.00%





$19,135

Additional Source Water Investigation

Is





$150.00C

Remedial Design

15.00%





$35,877

Construction Management

10.00%





$23,91 £

Subtotal







$228,93C

Total Capital Costs







$468,112

Annual O&M Costs (System users, years 0-30)









System Operation

hr

$25.00

208

$5,2QC

Power

kwh

$0.12

9609

$1,15;

Materials and Supplies

Is

$2,000.00

1

$2,00C

Sample Analysis

Is

$1,500.00

1

$1,50C

Subtotal







$9,85;

O&M Contingencies

25.00%





$2,463

Total Annual O&M Costs







$12 3ie

Five-Year Review Costs (EPA)









Five-Year Review

Is

$10,000.00

1

$10,00C

Contingencies

25.00%





$2,50C

Total EPA Five-Year Costs







$12,50C

Notes:

1, System users. O&M identified for inforrretion only; not considered part of present worth of remedial action.

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Section 12
Selected Remedy

Table 12-5

30-Year Present Value Analysis for Rimini
Community Water System Selected Remedy

EPA

Capita!	Do«t- Five-Yeai	E^A	Discount Present

User O&M „ ' u"t	Rev-sew Total Annual _

Year t,osts	Construction- .	Factor(7%) Value

Cost« Costs (fcPA) Expenditures

0

$468,113

$c

SC



$468,112

1.0000

$468,112

1

$C

$12,316

$c

' $c



0.9346



2

$C

$12,31£

$d

$c



0,8734



3

$C

$12,316

$c

$c



0.8163



4

sc

$12,316

$c

sc



0.7629



5

sc

$12,316

$c

S12.50C

$12.50C

0.7130

$8,913

6

sc

$12,316

$c

$c



0.6663



7

$c

$12,316

$c

$c



0.6227



8

sc

$12,316

$c

$c



0.5820



9

$c

$12,316

$c

sc



0.5439



10

sc

112,316

$c

$12,501

$12,50(

0.5083

$6,354

11

ic

$12,316

$c

$c



0,4751



12

$c

$12,316

$c

$c



0.4440



13

$c

$12,316

$c

$t



0.4150



14

$c

$12,316

sd

a



0.3878



15

$c

$12,316

$c

$12,50C

$12,50C

0.3624

$4,53C

16

$c

$12,316

$c

St



0.3387



17

U

$12,316

$£

$6



0.3166



18

it

112,316

$(

$(



0.2959



19

$(

$12,316

$c

	if



0,2765



20

$c

$12,316

$c

$12,§0(

$12.50C

0 2584

$3,23C

21

	fi

$12,311

$q

$(



5.2415



22

$q

$12,316

	 ${

$q



	0.22S7	



23

	8j

$12,31^



${



0.2109



24

$c

$12,31^

$fi

sc



0.1971



25

$c

$12,316;

$c

$12,50(1

$12,50C

0.1842

$2,305

"' 2§	

SC

$12,31^

$c

	$C



0.1722



27

$c

$12,3iq

$Ci

$(,



0.1609



	28 	

$(

$12,31<

u





0.'i504	



29

$(

$12,316

tl

$(



"0.1406	



30

3K

$12,31(

	$(

$12,50(

	 $12,5ft

0.1314

$1,641

Totals

$468,11;

S3<3§,48;

	 $(

		575,05!

$543,11:



$495,086

















Present Value

$468,11;

HS2,8Si

$(

$26,97





$415,08!

Notes:

1. System users! O&M identified for information only; not considered part of present worth of remedial action.

Upper Tenmile Creek ROD.wpd

12-13


-------
Section 12
Selected Remedy

Figure 12-1

Rimini Community Water System Selected Remedy Costs
Estimated Annual O&M Costs and Revenues

Estimated Yearly OSM Cost and Revenue
Consunption Rate = 50 Ga Huns per Person per Day

-	Yearly OSM Cost

-	Yearly Revenue at City Rate
(average $15.05 per month)

		...

15 20 25 30 35 40 45 50
Hunter of Hoolofts

118,000.00
$16,000.00
$14,000.0.
$12,000.03
$10,000.03
$8,000.00
$6,000.00
$4,000.0u

Estimated Yearly OSM and Revenue
Cansunption Rate = 100 Gal Ions per Person per Day

Yearly O&M Cost

Yearly Revenue at City Rate
(average 13.10 per month)

25 30 35 40
Number of Hookas

Upper Tenmile Creek ROD.wpd

12-14


-------
Section 12
Selected Remedy

Table 12-6

Summary of Estimated Capital and Post-Construction Costs
for Rimini Community Wastewater System Contingency Remedy

Remedy Component	Unit Unit Cost Quantity	Cost

Capital Costs









Connect to existing household sewer

each

S500.00

352

$17,800

4" sewer service

If

$25.00

3500

$87,500

8" gravity sewer

If

$25.00

3500

$87,500

48" manholes

ea

$2,000.00

10

$20,000

8,000 gallon septic tank

Is

$8,000.00

1

$8,000

1,800 ff sand filter system (with tank/pump)

Is

$70,000.00

1

$70,000

Pressure dosed drairfield

If

$20.00

3000

$60,000

Creek crossing

isum

$ 2,000.00

1

$2,000

Tree removal

Is

$ 5,000.00

1

$5,000







SUBTOTAL

$357,800

Mobilization/Demobilization, Bonding, and









insurance

8,00%





$28,900

Construction Contingencies

30.00%





$107,250







SUBTOTAL

$493,350

Project Management

8.00%





$39,468

Additional Pre-Design investigation

Is





$10,000

Remedial Design

15.00%





$74,003

Construction Management

10,00%





$49,335







SUBTOTAL

$172,806

Total Capital Costs







$666,156

Annual Operation and Maintenance Costs

(System Users years 1-30)1



System Operation

hr

$25.00

208

$5,200

Power

kwh

$0.12

10000

$1,200

Materials and Supplies

is

$2,000.00

1

$2,000

Sample Analysis

Is

$1,000.00

1

$1,000







SUBTOTAL

$9,400

O&M Contingencies

25.00%





$2,350

Total Annual O&M Costs







$11,750

Per iod ic C ost s (E PA)









Five-Year Review

Is

$10,000.00

1

$10,000

Contingencies

25,00%





$2,500

Total EPA Five-Year Costs







$12,500

Notes;

1, System users Q&M identified for Wortraten only, not conslcterwl part of present worth of fmadial action.

Upper Tenmile Creek ROD.wpd

12-15


-------
Section 12
Selected Remedy

Year

Table 12-7

30-Year Present Value Analysis for Rimini
Community Wastewater System Contingency Remedy

¦Capita!
Costs

EPA

System

User 0&f«1 Post"

Construction

Costs

Costs1

Five-Year
Review
Costs (EPA)

EPA
Total Annual
Expenditiircs

Discount
Factor (7%)

Present
Value

Q

3666,156

$11J5Q

$0

so

$666,15C

1.0000

$666,156

1

to

$11,750

$0





0.9346



2

$c

$11,75C

$c

$c



0.8734



3

$c

il1,75t

$c

IC



0.8163



4

$0

$11,75Q

$c

$a



0.7629



5

$0

$11,750

$c

$12.50C

S12.50C

0.7130

$8,913

6

$0

$11,75(

Sc

|C



0.6663



7

$0

$11.75C

$c

$c



0.6227



8

$0

$11,75(

$c

$c



0.5820



9

$0

$11,75Cj

$c

$c



0.5439



10

$d

$11,

$q

$12,sod

$12,500

0.5083

$6,354

11

$c

TrT75S

$c

$a



0.4751



12

$0

	PT./5C

$c

$c



0.4440



13

sc

$11,75C

$c

$a



0.4150



14

$0

$11,750

$c

$c



0.3878



15

$q

	

$c

$12,50C

$12,50C

0.3624

$4,53£

16

$c

$11,7Sci

$£

$c



0.3387



17

$(j

$1 i ,75
-------
Section 12
Selected Remedy

12.4 Operations and Maintenance Requirements

The selected remedy includes a number of components that will require either short-
term or long-term O&M. This section defines the O&M requirements of the remedy.
CERCLA and the NCP specify that Fund-financed remedial actions cannot be
undertaken unless affected states provide assurances to EPA to provide 10 percent of
the costs for remedial action (construction of the remedy components) and 100
percent of O&M. The specific assurances are provided in a Superfund state contract
to be executed by EPA and the state prior to commencement of remedial action. At
this site, because of the numerous complexities and contingencies in implementing
the selected remedy, the agencies will use a sequence of Superfund state contracts.
Each contract shall serve as the authorization to proceed with construction of the
remedial elements covered in that particular agreement.

The NCP also defines the conditions under which remedial action is determined to be
complete and O&M begins. In general, for Fund-financed remedial actions, the NCP
specifies that O&M activities begin after the remedy has achieved the site
remediation goals and has been determined to be operational and functional (with
the exception of groundwater or surface water restoration actions), usually one year
after completion of construction. See NCP, 40 CRF §§ 300.435(f)(2), 300.510(c), and
300.515(g). Treatment systems for groundwater or surface water restoration can be
operated for up to 10 years after determined to be operational and functional before
remedial action is complete and O&M begins. The state's O&M obligation, which
will be defined in detail in the Superfund state contract, is triggered after the remedy
has been completed.

The O&M activities for each remedial element are described below.

Waste Rock and Tailings

The selected remedy includes removal of waste rock/tailings, disposal of the
removed material at the Luttrell repository, placement of fill material, construction
and removal/reduction of access roads, and revegetation of the disturbed areas. An
expected five to 10 mine sites will be addressed each year, so it will take
approximately 10 years to clean up all of the category C, D, and E sites requiring
waste rock/ tailings removal. O&M for revegetated areas will require observation of
vegetative success, occasional reseeding as necessary, weed control, and maintenance
of drainage/runoff control features.

Luttrell Repository

The Luttrell repository consists of a lined repository for mine wastes and a leachate
collection and treatment system. Wastes from the Upper Tenmile Creek Mining Area
and Basin Creek Mining Area sites and other nearby sites will be placed in the
repository over a period of approximately 10 years. Five or six cells will be
constructed at the repository, all served by a single leachate collection and treatment
system. As specific repository cells are brought to final grade, final cover and

Upper Tenmile Creek ROD.wpd

12-17


-------
Section 12
Selected Remedy

vegetation will be placed on the top of each cell. O&M for the repository will consist
of maintenance of the vegetative cover and runoff control features and O&M of Ihe
leachate collection and treatment system. The O&M phase of the action for the
Luttrell repository will not commence until after completion of all remedial actions
(except treatment of surface water and groundwater) for the Upper Tenmile Creek
Mining Area and Basin Mining Area NPL sites, including closure of the repository
into a final naturally-draining configuration. Temporary, interim, or partial closures
of the repository will not be deemed to trigger O&M obligations on the part of the
state.

The state may determine that it would be beneficial to leave a small area of the
Luttrell repository available (with a temporary cover) for future disposal of limited
quantities of. site wastes, such as water treatment system sludge or contaminated soils
from currently undeveloped areas or inaccessible locations. A decision to leave a
small repository cell open for long-term state use shall not impact the closure of the
Luttrell repository and transition to repository O&M defined above.

Acid Mine Drainage

The AMD remedy consists of a four-phase approach to first reduce the quantity of
AMD and then treat the residual discharge if necessary. Remedy components are
expected to include surface water inflow controls, adit discharge flow reduction
controls (may include grouting, plugging, or flow segregation features), and AMD
treatment facilities. EPA expects the initial effort to evaluate and implement flow
reduction/source control actions and conduct pilot treatability studies to take
approximately six years. Subsequent design and construction of AMD treatment
facilities would be done over the next four years, so the implementation of the AMD
remedy is anticipated to take about 10 years. O&M activities will include
vegetation/erosion control inspections and maintenance for surface water inflow
controls (conducted concurrently with waste rock/ tailings O&M), maintenance of
shaft caps and plugs, inspection and O&M of flow reduction facilities, and O&M of
AMD treatment facilities, including sludge disposal or substrate removal/disposal.
Long-term operational sampling and analysis would be required for operation of the
AMD treatment facilities. The NCP provides for a 10-year operational prove-out
period for treatment facilities designed to restore groundwater or surface water. At
the end of the 10-year prove-out, O&M would commence.

Groundwater

The groundwater remedy will be accomplished through the source control measures
implemented for the other media and the establishment of institutional controls to
prevent consumption of contaminated groundwater. The ROD assumes that
institutional controls will consist of a controlled groundwater area under State of
Montana laws. Groundwater O&M will include maintenance of the institutional
controls, in coordination with the county, and a limited amount of groundwater
sampling to confirm the continuing protectiveness of the remedy. Specific

Upper Tenmile Creek ROD.wpd

12-18


-------
Section 12
Selected Remedy

requirements of the controlled groundwater area will not be known until the area is
established.

Surface Water

Surface water remedy components include improvements to the existing Chessman
Reservoir and Red Mountain flume in order to increase water storage capacity
and/or other approaches to augmentstream flow in Tenmile Creek to improve water
quality during seasonal dry periods. Routine operation of the reservoir facilities
includes adjusting reservoir and flume flow and stage parameters and routine
inspection, maintenance, and reporting of the dam facilities. O&M requirements and
responsibilities for the reservoir and flume improvements would be defined in
consultation with the current operator of the facilities.

The remedy also requires long-term monitoring of surface water quality throughout
the watershed. This long-term monitoring program will be conducted by EPA, DEQ,
DFWP, and USGS. It will include monitoring for chemical and biological parameters
to demonstrate water quality improvements and compliance of the remedy with
performance standards.

Sediment

No action will be taken for sediments under the selected remedy. Sediment quality
will be monitored over time as other source control actions axe completed. Sediment
removal would occur only if sediments are determined to cause continuing
unacceptable loading of contaminants to Tenmile Creek. Currently, the only remedy
activity for sediments is monitoring. Monitoring of sediments will be part of the
overall long-term monitoring program for surface water.

Contaminated Yard Soils

Soils in yards at residences or occasional-use recreational cabins with concentrations
of arsenic or lead exceeding the target action levels will be removed and placed in the
Luttrell repository. Some contaminated material will be left in place because it is
inaccessible (such as under sidewalks or driveways). The yards will be backfilled
with clean soils and revegetated. Institutional controls will be necessary to ensure
that excavation during future development is done in a manner that does not release
contaminants left in place. Maintenance of the reclaimed yards will be the
responsibility of the property owners. Institutional controls are assumed to include
establishment and utilization of a building permit process that informs and requires
property owners to dispose of any excavated mine wastes/tailings or contaminated
soils at the Luttrell repository or another appropriate disposal facility.

A contingency remedy component includes the design and construction of a small
community wastewater system, if necessary, to replace individual septic systems that
are damaged or removed during the excavation of contaminated yard soils in Rimini.
The community wastewater system would require O&M for the pumps, sand

Upper Tenmile Creek ROD.wpd

12-19


-------
Section 12
Selected Remedy

filtration system, sewer lines, and leach field. O&M would be borne by the system
users.

Contaminated Roadway Materials

The remedy includes excavating transporting, and disposing of all accessible
contaminated materials in Rimini Road within the community of Rimini. The
excavated portions of the road would be backfilled with clean fill and gravel road
subbase and surface materials. Inaccessible materials near building foundations,
utility poles, and other structures will be left undisturbed. EPA anticipates that no
long-term maintenance relative to the contaminated materials will be necessary
because nearly all of the contaminated material will be removed.

Rimini Water System

The remedy includes construction of a new public water system for the community of
Rimini. Residents currently having wells impacted by contaminated groundwater
have been provided individual POU treatment systems. Operation of the POU
systems requires routine monitoring and changeout of filter cartridges. O&M of the
community water system will require routine sampling and servicing of system
equipment. Treatment will be limited to chlorination only, so no treatment sludge
will be produced. O&M would be the responsibility of the system users.

12.5 Expected Outcome of the Selected Remedy

For solid media, the remedial action for the site will achieve acceptable exposure risks
through a combination of contaminant source removal and institutional measures to
control access to and potential remobilization of waste materials. The remedy for the
site is expected to remove all major sources of waste rock/ tailings contamination
from the abandoned and inactive mine sites (category C, D, and E) located in the
upper Tenmile Creek watershed, contaminated soils at residences and occasional-use
recreational cabins, and contaminated roadway materials in the community of
Rimini. Risks to human health from direct contact and incidental ingestion of
contaminated soils and sediments will be eliminated or reduced to acceptable levels.
Exposure to contaminated media at low priority mine sites (category A and B) will be
controlled by limited access to these sites and, if necessary, institutional controls to
address potential future development at the sites.

Upper Tenmile Creek watershed surface waters are used currently as the primary
water supply for the City of Helena. In addition, a number of residences in Rimini
and recreational cabins have piped connections to untreated surface water that may
be used for drinking water. Under both RME and CTE exposure assumptions,
current and future potential exposures exceed risk-based acceptable levels. In
addition, state human health and aquatic life standards for surface water for a
number of parameters are exceeded at numerous stream locations throughout the
site. The remedial action will reduce exposure risks overtime and protect Helena's
water supply system primarily by removing major contaminant source loadings. All
Upper Tenmile Creek ROD.wpd	12-20


-------
Section 12
Selected Remedy

mine sites in direct contact with surface water (including those with AMD) will be
remediated by source control methods, which should minimize contaminant loading
from the mine sites to Tenmile Creek and its tributaries and to the watershed's
aquatic ecosystem. With source removals completed and AMD addressed through
the four-phase approach, natural attenuation over time is expected to allow Tenmile
Creek and tributary surface waters to attain state water quality standards. The
remedial action will also provide an alternate source of drinking water for any
residents in Rimini that currently use untreated surface water.

Constructing reservoir improvements or otherwise providing for the ability to
augment stream flow in Tenmile Creek during low flow periods will improve water
quality in the stream. Anticipated improvements to water quality are depicted in
Figures 12-2 through 12-6. These figures provide the results of computerized
modeling of contaminant load reduction and flow augmentation improvements
specified in the selected remedy. They were developed during the evaluation of
various alternative remediation strategies in the technical memorandum modeling
fate and transport of COCs in Tenmile Creek (CDM 2001f). The figures show that
concentrations of all COCs in Tenmile Creek, particularly in the Rimini area, should
be substantially reduced by the selected remedy. Water quality standards in Tenmile
Creek for arsenic, cadmium, lead, and zinc may not be attained initially, but
concentrations of these parameters are expected to be sufficiently reduced to allow a
distribution of all age classes of fish throughout reaches of Tenmile Creek previously
determined to be lethal to older fish (Rimini area) and fish fry (Rimini to Moose
Creek Campground). As fish experience a lower level of stress following cleanup
and fish are able to move through these stream reaches, fish populations are expected
to recover. Water quality in the watershed will be monitored over time and
additional remedial action, such as sediment removal, may be implemented if
necessary.

By accomplishing significant reductions in metals loading in Tenmile Creek and key
tributaries through source controls, the implementation of the selected remedy will
enable the State of Montana to achieve at least a portion of its total maximum daily
load (TMDL) allocation plan for the Upper Tenmile Creek watershed. The TMDL
must address metals, habitat alteration, and turbidity in the stream reach above
Rimini and metals and flow alteration in the reach from Rimini to the Helena water
treatment plant. In addition to addressing metals load reduction, the selected
remedy secondarily will provide for augmentation of stream flows in currently
dewatered reaches and will help reduce sediment loads from unpaved roads.

Wells are currently the primary source of drinking water at most residences and
recreational cabins at the site. Near the community of Rimini and at a number of
remote mine site locations, the groundwater has been contaminated by historical
mining activity. The remedial action will protect Rimini-area residents by
implementing a community water system to replace contaminated wells and by
implementing institutional controls to prevent the use of contaminated groundwater
Upper Tenmile Creek ROD.wpd	12-21


-------
Section 12
Selected Remedy

This page intentionally left blank.

Upper Tenmile Creek ROD.wpd

12-22


-------
Figure 12-2
Arsenic in Tenmile Creek
Measured vs. Modeled Preferred Alternative

Note: chronic aquatic life standard = 150 ug/L
acute aquatic life standard = 340 uglL

2000

4000

>»

£>
3

ir

K

8000

©
'5

3

Cfl

8000„

10000

12000

14000

18000

18000

20000

Distance downstream (meters)

Fig 12-2 through 12-6 WASPxt». *As charf


-------
Figure 12-3
Cadmium in Tenmile Creek
Measured vs. Modeled Preferred Alternative

5

" - human health standard

-"—•chronic standard (2000)

acute standard (2000)

——chronic standard (2001)

	- acute standard (2001)

~— measured tot, 2000

+— modeled preferred

alternative
+ matnsfam locations

2000

4000

>,
n

3

tr

© 6000

as — ®

> TJ !»

T3 < ,2
0J	CO

or

8000® 10000 12000 14000

jC

j? Distance downstream (meters)

16000

18000

20000

Fig 12-2 through 12-6 WASP xte. Cd chart*


-------
Figure 12-4
Copper in Tenmiie Creek
Measured vs. Modeled Preferred Alternative

0	2000 4000 5 8000 800G„ 10000 12000 14000 16000 18000 20000

>*,	-tg	0

a	Js 2 §	jz Distance downstream {meters}

sr	| < co	I

I

Fig 12-2 through 12-6 WASP.xte, *Cu ctwif


-------
Figure 12-5
Lead in Tenmile Creek
Measured vs. Modeled Preferred Alternative

~ ~ human health standard

"'"chronic standard

•	——-acute standard

—~—measured lot, 2000

—A— modeled preferred
alternative
+ mamstem locations

4000

3000

"O
<

10000	12000	14000

Distance downstream (meters)

16000

18000

20000

££

fig 12-2 through 12-6 WASP.xte, *Pb chwf


-------
1,000

| Note: human health standard = 2,100

1.

Fig 12-2 through 12-6 WASP.xts. 'Zn chart"

Figure 12-6
Zinc in Tenmilo Creek

Measured vs. Modeled Preferred Alternative

acute and chronic standard
-~—measured tot, 2000

modeled preferred alternative

+ matnsletn locations

10000 12000 14000 16000 18000
Distance downstreim (meters)

—'
20000


-------
Section 12
Selected Remedy

for drinking water purpose. The remedy will also implement source controls, such
as mine waste removals, AMD flow reduction, and potentially AMD treatment, to
reduce contaminant loading to groundwater,

12.6 Performance Standards

Arsenic is the primary COC with respect to carcinogenic and noncancer health effects
from solid media, surface water, sediment, and groundwater. The risk assessment
indicated that incidental ingestion of solid media and ingestion of surface water and
groundwater for drinking water consumption pose threats to current and potential
future residents and workers. In addition, incidental ingestion of solid media and
sediment poses a threat to recreationists. Arsenic and lead are the major COCs for
sediment and surface soils. The major COCs presenting a potential for adverse
ecological effects relative to surface water are cadmium, copper, lead, and zinc.

The list of applicable or relevant and appropriate requirements (ARARs) with which
the selected remedy must comply is contained in Appendix A. A number of key

ARARs are discussed in the following paragraphs. In addition, risk-based cleanup
levels have been developed to address potential risks from exposure to solid media
(waste rock/tailings and soils), since there are no contaminant-specific ARARs for
solid media. The solid media cleanup levels are also discussed below.

Solid Media

Cleanup levels and excavation levels are presented in '["able 12-8 for select solid
media at mine sites and residential and recreational yards. Yards with contaminant
concentrations higher than the excavation levels shown in the table and category C,
D, and H mine sites are proposed for remediation. The excavation levels are set at

concentrations 20 percent lower than the acceptable risk levels (cleanup levels) to
account for the variability in contaminant concentrations in the soil and ensure that
the final remedial (i.e., cleanup) levels are met. For residential yards, the excavation
level for arsenic is 96 mg/kg and for lead is 800 mg/kg. For yards at part-year
recreational cabins, the excavation level for arsenic is 1,150 mg/kg. No excavation
level for recreational exposure to lead is proposed because lead is of concern
primarily for children under 6 years of age with continual exposure in a residential
setting.

Table 12-8

Soil Cleanup Levels and Initial Excavation Criteria
Cleanup Levels	Excavation Criteria

Contaminant	(mg/kg)	(mg/kg)

Residential

Arsenic

120

96

Lead

1,000

800

Recreational

Arsenic

1,440

1,150

Upper Tenmile Creek ROD.wpd

12-33


-------
Section 12
Selected Remedy

The cleanup levels for arsenic identified in Table 12-8 are equivalent to an estimated
excess cancer risk level of approximately 1.0x10"5 under the CTE exposure scenario
(refer to Section.7, Table 7-17). Under the RME exposure scenario, the cleanup level
for arsenic would equate to an estimated excess cancer risk of approximately 2x104.
Background arsenic concentrations at the site are roughly equivalent to a risk level of
1x10"*, assuming RME exposure. For lead, the cleanup level is equivalent to a hazard
quotient approximately equal to one under the CTE exposure scenario. EPA believes
the CTE exposure scenario better predicts potential exposure at the site than the RME
scenario and has therefore used CTE to guide its risk management decision for
arsenic and lead in soils.

The waste rock/ tailings removal at category C, D, and E mine sites and disposal of
removed materials at the Luttrell repository must comply with a number of action-
specific ARARs regarding solid waste management and reclamation of mining-
disturbed areas. Those ARARs require design and implementation of appropriate
drainage, topography, vegetation, and other features to minimize sedimentation and
erosion and provide for successful long-term reclamation of the disturbed areas. The
specific design requirements for reclamation will be identified during remedial
design.

Groundwater

Cleanup levels for groundwater, set at human health standards established by the
EPA and the State of Montana, are presented in Table 12-9. Ambient groundwater
standards apply throughout the entire site. The time frame required to attain
ambient groundwater standards is uncertain. EPA will monitor groundwater over
several five-year review cycles, conduct additional source control actions as
appropriate, and then make a determination, in consultation with DEQ, whether
waiver of the state ambient groundwater standards in certain locations should be
considered, in accordance with Section 12.7, Remedy Contingencies.

Upper Tenmile Creek ROD.wpd

12-34


-------
Section 12
Selected Remedy

Table 12-9

Cleanup Levels for Key Chemicals of Concern
In Surface Water and Groundwater

Aluminum Arsenic Cadmium Copper Lead Mercury Zinc
Ijjg/L) (ug/L) rpg/L) (pg/L) (pg/L) (ug/L) (pg/Lj

Surface Water,1)

Human Health Standard m

NA

10 5

5

1,300

15

0.05

2,100

Acute Aquatic Life Standard (2'3)

750

340

0.52(6!

3.8 <6)

14 («

1.7

37 (e>

Chronic Aquatic Life Standardtz"

87

150

0.10 <6)

2.8,6)

0.54 8

0.91

37 i6'

Groundwater

Human Health Standard Ul

NA

10

5

1.300

15

2

2,100

Notes:

) Surface water cleanup ievel is shown in bold and is iowestof human heath and aquatic standards.

(2)	Montana Numeric Water Quality Standards (Circular WGB-7), Montana Department of Environmental Quality, January 2002.

(3)	No sample concentration shaliexceed the acute aquatic life standard.

(4)	No four-day or longerpe'riod average concentration shal exceed tie chronic aquatic ife standard.

(5)	The standard shown isthe federal MCL, published on October 31,2001.

(6)	The aquafc Ife standards for cadmium, copper, lead, and zinc are based on hardness of thewater; tie values shown assume
hardness of25 mg/L.

Surface Water

Cleanup levels for surface water are set at the lower of either the human health or
aquatic standards presented in Table 12-9. Surface waters within the site upstream of
the Helena water supply intake on Tenmile Creek are classified as"A-l" streams by
the State of Montana. Waters downstream of the intake are classified "B-l" streams.
State ambient surface water quality standards (Circular WQB-7) apply at all locations
iii the site. EPA will monitor surface water quality over time. If, after a number of
five-year review cycles, EPA, in consultation with DEQ, determines that it is not
possible to attain surface water standards for certain parameters (for example,
cadmium or zinc), then EPA will at that time consider waiving pertinent surface
water ARARs in accordance with Section 12.7, Remedy Contingencies.

12.7 Remedy Contingencies

Successful implementation of several components of the selected remedy will require
commitments and actions by other parties, such as the formation of a Rimini
community water and sewer district to take ownership of, operate, and maintain the
community water and sewer systems constructed by EPA, the acquisition of water
rights to facilitate flow augmentation in Tenmile Creek, and the establishment of
institutional controls (by Lewis & Clark County and DNRC) to prevent the
consumption of contaminated groundwater. In this section, EPA describes
contingent remedial actions that will be taken by EPA if inaction by other parties
prevents the implementation of an element of the selected remedy or if actions by
other parties are inconsistent with the requirements of the selected remedy.

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Section 12
Selected Remedy

Rimini Community Water System

Under the selected remedy, EPA will construct a community water system to provide
a source of potable water for those residences in Rimini whose well water currently is
impacted by mining-related contaminants. EPA will construct the water system only
if the community or potential users of the system agree to take ownership of the
facilities and provide for ongoing O&M of the system. The community has begun the
process of forming a local water and sewer district for that purpose, which, under
Montana law, requires a vote of the property owners in the affected area. If the
formation of a district (or some other legal entity to own and maintain the system) is
not successful, then EPA will not construct the community system, and the remedy
will instead rely on individual POU treatment systems for all residences in Rimini
with well water exhibiting contaminant concentrations greater than human health
standards.

Rimini Community Wastewater System

The selected remedy includes a contingency for EPA to construct a small community
wastewater system to replace individual septic systems removed during the
excavation of contaminated yard soils. The wasterwater system contingency is
necessary because many of the septic systems in Rimini cannot be replaced in their
existing locations because of current design standards and code restrictions for
septic/drainfield systems. If the community is unable to forma local water and
sewer district or another legal entity to own and operate the community wastewater
system, then EPA will not be able to conduct contaminated soil removal in yards
where there is a possibility of damaging the owner's existing septic systems. EPA
will make attempts to locate individual systems and avoid excavating in those areas.
In the vicinity of existing individual septic systems, EPA will implement Alternative
RY2 (cap with 18 inches of soil cover and vegetation). The cover soil will be graded
as necessary to create appropriate drainage and grade continuity with surrounding
features.

Chessman Reservoir/Red Mountain Flume Upgrades and Flow Augmentation
EPA's selected remedy for surface water provides for augmentation of stream flow in
Tenmile Creek within and below Rimini by constructing an upgrade of Chessman
Reservoir and the Red Mountain flume. The additional stored water would be
available to the City of Helena to offset water allowed to bypass the city's Tenmile
Creek intake structure in Rimini during the late summer and early fall low-flow
periods. Although this component of the remedy has been supported by all
commenters, there are a number of water rights and water system operational issues
that must be resolved before it can be constructed. EPA will not construct the
reservoir and flume improvements until water rights or leases (or other appropriate
mechanisms to ensure agency access to water for flow augmentation) have been
obtained and binding agreements have been reached among EPA, state agencies, and
the City of Helena outlining how the reservoirs and watershed streams would be
managed to meet the city's water supply system demands, while also attaining

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Section 12
Selected Remedy

desired flow augmentation goals. During discussions regarding water rights and
water system operations, other appropriate and effective alternative methods of
augmenting Tenmile Creek flows in and below Rimini, such as constructing a new
water system diversion structure lower in the watershed, may be identified and
evaluated. If EPA, in consultation with DEQ, determines that an alternate flow
augmentation approach will cost effectively provide protectiveness similar to that
provided by the Chessman/Red Mountain flume upgrade and will be more easily
implemented, then EPA may select the alternative approach as a contingent
component of the surface water remedy.

Groundwater Remedy

The selected remedy for contaminated groundwater includes the establishment of a
controlled groundwater area to ensure that new water wells do not provide
contaminated groundwater for drinking water purposes. Controlled groundwater
areas are established by DNRC in response to applications by local health
departments or water and sewer districts. If the state and local agencies do not
establish a controlled groundwater area, then EPA will develop and distribute maps
of the existing extent of groundwater contamination and will work with Lewis and
Clark County planning officials to provide appropriate notice with respect to
properties within the impacted areas. In this manner, current and prospective
property owners will be notified of the need to treat groundwater at certain
properties if the water is to be used for drinking water purposes.

Compliance With Water Quality ARARs

A primary goal of the remedial action is to fully attain water quality standards. If,
after full implementation of the remedial action and several five-year review cycles, it
has not been possible to attain the water quality standards in specific areas, EPA will,
in consultation with DEQ, evaluate whether a waiver of the water quality standards
is necessary to allow exceedance of specific standards in particular reaches of stream
or specific areas of groundwater based on the Fund-balancing waiver. Since this is a
Fund-financed remedy, an ARAR may be waived if the additional expense of further
treatment of the particular discharge would not provide an appropriate balance
between the need for protection at this site and the availability of the Fund to
respond to other sites, taking into account the relative immediacy of the threats. See
CERCLA § 121(d)(4)(F), 40 CFR 300.430(f)(l)(ii)(C)(6), Preamble to the NCP, 55 Fed.
Reg. 8749-8950 (March 8,1990), and Office of Solid Waste and Emergency Response
(OSWER) Publication No. 9234 2-13/FS (January 1,1991).

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Selected Remedy

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Section 13

Statutory Determinations

Under CERCLA Section 121, EPA must select a remedy that is protective of human
health and the environment, complies with ARARs, is cost effective, and utilizes
permanent solutions and alternative treatment technologies or resource recovery
technologies to the maximum extent practicable. In addition, CERCLA includes a
preference for remedies that include treatment that permanently and significantly
reduces the volume, toxicity, or mobility of hazardous wastes as a principal element.

13.1 Protection of Human Health and the Environment

The selected remedy will protect human health and the environment through actions
designed to address all identified sources of contamination at the site, including
waste rock, tailings and contaminated soil; contaminated residential and recreational
yards; AMD; and contaminated roadways. The remediated areas will be monitored
and maintained through a comprehensive program using institutional controls,
monitoring, and maintenance.

Soils and Solid Media

The selected remedy will protect human health and the environment through the
prevention of direct contact with contaminants at the site. It will effectively isolate
the most significant waste piles (wastes at category C, D, and E sites), contaminated
yard soils, and contaminated roadway materials by placing them in a lined onsite
repository with leachate control and monitoring. The selected remedy uses
vegetative covers for excavated areas to control erosion. Protectiveness goals for
residential and recreational yards will be met with implementation of the selected
remedy. All accessible yard soils with contaminant concentrations above EPA's
health-based excavation criteria will be removed. Institutional controls will be
required if any waste is inaccessible and must be left in place (for example, under
residential structures).

Surface Water and Acid Mine Drainage

The selected remedy will protect human health and the environment from exposures
to contaminated surface water through a combination of remedial actions. These
actions include implementing a four-phased approach to reduce metals loading to
surface water from AMD. The remedy includes flow reduction actions, removing
solid media source areas to reduce surface water loading from leaching and erosion,
and augmenting Tenmile Creek flows during low flow periods in order to improve
water quality.

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Section 13
Statutory Determinations

Stream Sediments

The selected remedy will not directly remediate sediments; however, source control
actions, including removal of near-stream waste rock and tailings and remediation of
AMD will result in significant improvements to stream sediment quality.

Contaminated stream sediments in the Rimini area that may contribute to
degradation of surface water will be monitored over time and potentially removed, if
determined to be a significant source of metals loading to the stream.

Groundwater

The selected remedy will not directly remediate the groundwater underlying the
community of Rimini or in other areas. Groundwater users in the Rimini area will be
protected through the construction of a reliable deep-well groundwater supply for
the community and institutional controls, such as establishment of a controlled
groundwater area, if necessary. The implementation of a controlled groundwater
area will ensure that future development of residential and recreational property will
require monitoring of any installed wells, the use of treatment systems, or connection
to the community system as necessary or possible.

13.2 Compliance with ARARs

EPA's final determination of ARARs is set forth in Appendix A of this ROD.
Contaminant-Specific ARARs

The selected remedy is expected over a reasonable time frame to attain the surface
water standards for Tenmile Creek as designated under Montana law.

Administrative Rules of Montana 1730.622 and 17.30.623 specify the standards for
the "A-l" and "B-l" classifications applicable to Tenmile Creek and its tributaries
and, for each contaminant, requires attainment of the more restrictive of the aquatic
life standard or the human health standard set forth in Montana DEQ Circular WQB-
7. The four-phase approach for addressing AMD will reduce metal loading to surface
waters first through flow reduction and source isolation techniques and then through
passive or active water treatment. Physical/chemical treatment of AMD in the
Rimini area will be very effective at removing contaminants; the treatment facility
will remove approximately 99 percent of the contaminant load and the treatment
plant discharge will meet all surface water quality standards. Passive treatment
systems constructed at remote AMD sites will attain cleanup standards at points of
compliance to be defined by EPA during remedial design.

Although there is no basis for nor need to waive surface water ARARs at this time,
there is some uncertainty regarding how long it will take or whether it will be
possible to attain surface water ARARs for arsenic, cadmium, lead, and zinc
throughout the Tenmile Creek watershed because there are additional nonpoint
source contaminant loads (for example, from contaminated groundwater) that will
not be addressed directly by the selected remedy. However, as noted in Figures 12-2
through 12-6, the remedy will achieve significant reductions in the concentrations of

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Section 13
Statutory Determinations
these parameters and should meet the remedial action objectives of achieving
acceptable exposure risks for residents, recreational visitors, and terrestrial and
aquatic species by attaining water quality standards.

A determination will be made following implementation of the remedy whether the
state surface water quality standards can be met throughout the site in a reasonable
time frame. In consultation with DEQ, EPA will establish a long-term program for
monitoring surface water quality at key locations within the watershed. At each five-
year review period, EPA, in consultation with DEQ, will evaluate improvements in
surface water quality and will make a determination whether additional source
control measures are necessary or warranted to attain the surface water ARARs. If,
after a number of five-year review cycles, EPA, in consultation with DEQ, determines
that it is not possible to attain surface water ARARs for certain parameters (for
example, cadmium or zinc), then EPA will at that time consider waiving pertinent
surface water ARARs in accordance with Section 12.7, Remedy Contingencies.

For groundwater, the contaminant-specific ARARs for this remedial action include
the MCLs and non-zero maximum contaminant level goals, established under the
federal Safe Drinking Water Act, and the human health standards specified in
Montana DEQ Grcular WQB-7. The selected remedy will not remediate directly the
groundwater underlying the community of Rimini or in other contaminant source
areas. The selected remedy, including removal of waste rock/tailings source areas
and a four phase program to reduce loading from AMD, is expected to result in
significant improvements in overall groundwater quality. However, the time frame
required to attain ambient groundwater standards is uncertain. EPA will monitor
groundwater standards through several five-year review cycles, conduct additional
source control actions as appropriate, and then, in consultation with DEQ, make a
determination whether waiver of the state ambient groundwater standards should be
considered, in accordance with Section 12.7, Remedy Contingencies.

Location-Specific ARARs

Location-specific ARARs establish requirements or limitations based on the physical
or geographic setting of the site or the existence of protected resources in the operable
unit. The selected remedy will attain all location-specific ARARs and no waivers are
necessary.

Action-Specific ARARs

Action-specific ARARs generally provide guidelines for the manner in which specific
activities must be implemented. Compliance with action-specific requirements will
be ensured through appropriate design and implementation of the selected remedy.

The selected remedy is to be designed and implemented in accordance with dust
suppression and air quality regulation, certain reclamation requirements which have
been determined to be relevant and appropriate to this action, and other action-
specific ARARs identified in Appendix A.

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Section 13
Statutory Determinations

13.3	Cost Effectiveness

Section 300.430(f)(ii)(D) of the NCP requires evaluation of cost effectiveness. Overall
effectiveness, which is determined by evaluating long-term effectiveness and
permanence; reduction of toxicity, mobility, and volume through treatment; and
short-term effectiveness, is then compared to cost to ensure that the remedy is cost
effective. Based on these comparisons, EPA has determined that the selected remedy
is cost effective in mitigating the principal risks posed by mine wastes, contaminated
soils and AMD.

The relevant considerations for cost effectiveness of the selected remedy are
presented in Tables 13-1 and 13-2. The estimated cost of the selected remedy, and the
other alternatives, are presented.

Sitewide Alternatives

Alternative 1 (No Action) is not considered to be cost effective. While Alternatives 2,
3, and 4 are considered cost effective, Alternative 5 provides a proportionally greater
return on investment. The additional cost is reasonably related to the additional
benefits in long-term effectiveness and permanence and reduction of toxicity and
mobility of the contaminants through the waste excavation/disposal and treatment
to be used. The additional costs of Alternatives 6 and 7 do not provide
proportionally greater or more cost-effective risk reduction. The selected remedy
meets the criteria and provides for overall effectiveness in proportion to its cost.

Rimini Water Supply Alternatives

All action alternatives for the Rimini community water system are considered cost-
effective, although there is considerable uncertainty about the long-term effectiveness
of Alternative B (POU treatment systems). Alternative E (community system with
treated Rimini groundwater as source) provides the greatest proportional return on
investment, providing significant increased effectiveness at small additional costs.
However, Alternative E has considerably higher O&M costs, which must be borne by
residents of the community of Rimini, that makes its overall implementability
uncertain. Although the selected remedy (Alternative D - community system with
deep well groundwater as source) is cost-effective, it is not the most cost-effective
alternative.

13.4	Utilization of Permanent Solutions and Alternative
Treatment Technologies (or Resource Recovery
Technologies) to the Maximum Extent Possible

EPA has determined that the selected remedy represents the maximum extent to
which permanent solutions can be used in a cost effective manner at the site. The
selected remedy removes waste from contaminated mine sites, yards at residences
and occasional-use recreational cabins, and roadways and transports the waste to an
existing repository. The remedy implements a four-phase approach to reducing
metal loading to surface water from AMD and uses alternative and innovative

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Table 13-1

Cost-Effectiveness Evaluation for Sitewide Alternatives

Atterrs-3!iv«s

1

WSBBBKBmm

pr*n*nt Worth

		

SrtCfameo!
tftm Prior
Alternative

Long-tent Effectiveness arwJ
PWITOFWIC*

Reaction »f loxIcsSy, Mobility, or
Volume flvoagh Tfaaftpam

Slturt-wrm Effectiveness

$0.00

-

No reduction In long-term risks to human
health and the environment

No reduction in toxicity, mobility or
volume of waste.

No increase in short-term risk
to community, environment
or workers.

2

$15,158,000

$15,158,000

Long-term risks reduced to acceptable
levels for category D and E sites,
residential yards, and groundwater.
Long-term risks above acceptable levels
may continue to exist for category C sites,
surface water, roadways and stream
sediments.

Moderate reduction In toxicity, mobility
and volume over the long term.

Moderate short-term risk to
environment and workers
during construction. Low
short-term risk to community.

3

$15,648,000

$490,000

Same as Alternative 2, except long-term
risks reduced to acceptable levels at
category C sites and more permanence for
category D sites.

Same as Alternative 2.

Same as Alternative 2.

4

$18,195,000

$2,547,000

Same as Alternative 3, except risks
reduced to acceptable levels for roadways.
Greater effectiveness for surface water but
long-term risks may still exceed acceptable
levels.

Greater reduction in toxicity, mobility,
or volume than Alternatives 2 or 3.

Same as Alternative 3.

5, as
modified
(Selected
Remedy)

$22,204,000

$4,009,000

Same as Alternative 4, except risks
reduced to acceptable levels for surface
water and more permanence for category C
sites,

Same as Alternative 4.

Same as Alternative 4.

6

$24,657,000

$2,453,000

Same as Alternative 5, except risks
reduced to acceptable levels for category B
sites.

Same as Alternative 5.

More short-term risk than
Alternative 5 because more
sites addressed.

7

$35,311,000

$10,654,000

Same as Alternative 6, except further risk
reduction for surface water.

Greater reduction in toxicity, mobility,
or volume than other alternatives.

Same as Alternative 6.

Table 13-1 and 13-2 wpd


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Table 13-2

Cost-Effectiveness Evaluation for Rirnini Community Water System Alternatives

Alternative

Present Worth

Cost
increment
from Ptwr
Attemafivw

Long-terra Effectiveness and
Permanence

Reduction of Towtcity/MotiHIty. of
Volnrp0 Through Treatment

Shaft-torn Effectiveness

A

$0.00

-

No reduction in long-term risks to human
health and the environment.

No reduction in toxicity, mobility, or
volume of contaminants.

No increase in short-term risk
to community, environment
or workers.

E

$281,000

$281,000

Would provide much more certain long-
term effectiveness than Alternative B. The
ability of the community to financially
support the long-term operation of the
system is uncertain.

Same as Alternatives A and B for the
community water system components.
However, the AMD treatment system
from which source water would be
obtained (sitewide remedy component
AD4/5) would remove contaminants
with treatment and dispose of them in
the secure Luttrell repository.

Increased, though still not
significant, risk to workers
and residents during
construction because it
would require trenching, pipe
laying, and erection of an
elevated tank.

C

$344,000

$63,000

Increased effectiveness over Alternative E
because its source water is
uncontaminated and does not need a water
treatment facility.

No reduction in toxicity, mobility, or
volume of contaminants.

Same as Alternative E.

a

$400,000

$56,000

Long-term effectiveness is uncertain
because it depends on individual residents
conducting routine maintenance on the
treatment systems, such as replacing the
filters. There Is no effective mechanism for
EPA to ensure that all POU systems are
maintained properly.

Exposure to residents is prevented by
treatment of contaminated
groundwater. However, contaminants
removed by treatment would be
returned to the environment (soils and
groundwater) during treatment system
backwash because all residences use
individual wastewater disposal
systems. There is no net reduction in
toxicity, mobility, or volume of
contaminants in the long-term.

Minimal increase In short-
term risks.

D

(Selected
Remedy)

$495,000

$95,000

Similar to Alternative C, but greater long-
term effectiveness. Deep wells in a
fractured bedrock system at the mouth of a
major watershed would be more reliable
(could provide adequate water during
various hydrologic conditions, including
drought) than the spring source in the
headwaters of Spring Creek.

Same as Alternative C.

Same as Alternative C,

Table 13-1 and !3-2.wpd


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Section 13
Statutory Determinations
technologies for flow reduction (e.g., grouting and flow segregation) and water
treatment including passive, biological systems. The remedy also implements an
innovative remedial strategy that could improve the existing City of Helena reservoir
system so that Tenmile Creek flows can be augmented during periods of low flow to
achieve water quality requirements. This combination of remedial options attempts
to maximize the use of both permanent solutions and alternative treatment
technologies and provides the highest effectiveness at the least cost.

13.5	Preference For Treatment as a Principal Element

Various treatment options for contaminated soils and mine wastes were considered
in the FS process; however, due to the nature and volume of the contaminated soils
and mine wastes, these wastes are not considered to be principal-threat wastes and
the treatment options were determined to be either technically impracticable, not
necessary, or not cost-effective

For AMD, physical/chemical treatment of the Rimini-area adits and passive
biological treatment of remote adits were found to be the most technically practical
and cost effective methods for achieving remediation goals for these sources. These
treatment options are included as the final phase of a four-phase program to address
AMD. The first phases of the program will evaluate and implement appropriate and
innovative AMD source control and flow reduction actions to minimize the loading
from AMD sources and the amount of treatment required. The last phase of the
program, treatment of AMD with physical/chemical or passive biological systems,
will be implemented if necessary to meet surface water quality standards. The four-
phase program of source control, flow reduction, and treatment meets the statutory
preference for treatment as a principal element of the remedy.

13.6	Five-Year Review Requirements

Since some contaminated soils and mine wastes will remain on site, the selected
remedy requires five-year reviews as provided for under Section 121 of CERCLA and
Section 300.430(f)(4)(ii) of the NCP. Each five-year review will include a review of
the groundwater and surface water monitoring data and an evaluation as to how
well the selected remedy is achieving the RAOs and ARARs that it was designed to
meet.

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Section 13
Statutory Determinations

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Section 14

Documentation of Significant Changes

The proposed plan for the site was issued for public comment on October 22, 2001.
Based on comments received on the proposed plan, EPA has made Jhe following
change to the proposed plan preferred alternative in establishing the selected
remedy:

Contaminated Roadway Materials

The preferred alternative in the proposed plan called for excavating and replacing
with clean material the top 18 inches of the road for approximately 2,500 feet in
Rimini. The selected remedy in this ROD provides for removing all accessible
contaminated materials from Rimini Road within the community of Rimini. This
portion of the road was largely washed away during a major flood in 1981. When the
road was rebuilt after the flood, waste materials from the Susie mine site were used.
In some locations as much as 10 feet of waste material was placed as subgrade road
material. Although the road has generally been capped with a few inches of clean fill
during routine maintenance over the years, RI sampling confirmed the presence of
contaminated waste materials that might be prone to release into the residential area
of Rimini as the road surface wears away. Based on comments from the state
expressing concern over the potential erosion and redistribution of contaminated
materials during severe flooding events in the future, EPA has decided to remove all
contaminated materials that can be accessed without danger to nearby building
foundations or other property features.

Contaminated Yard Soils

The preferred alternative in the proposed plan called for the excavation, removal, and
disposal of the uppermost 18 inches of contaminated yard soils at residences and
occasional-use recreational cabins, followed by backfill with clean soils and
revegetation. This element of the remedy is intended to eliminate current and
potential future human health risks from direct contact with the contaminated soils.
The selected remedy in this ROD includes the removal of all accessible contaminated
yard soils rather than only the top 18 inches. This change was made to address
concerns by the State of Montana ova- the potential need to rely on institutional
controls to guide excavation and development in the future and to maintain an open
repository in perpetuity to accommodate future removals of contaminated soils from
the yards. Removing as much of the contaminated soil as possible now will
minimize the need to handle contaminated soils in the future and costs associated
with future work.

The selected remedy also includes a contingency for constructing a Rimini
community wastewater system, which was not envisioned in the proposed plan.

This contingency is intended to address the possibility that a number of existing
individual septic/drain field systems in Rimini may be irreparably damaged during

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the removal of contaminated yard soils. Because current design standards prevent
the installation of new or upgraded septic systems within 100 feet of the 100-year
floodplain, many of the current systems may not be replaceable in their existing
locations or within the existing property boundaries. The contingency for this part of
the remedy provides that EPA would construct a small community wastewater
collection and treatment system (intermittent sand filter and pressure-dosed
drainfield) to replace those septic systems removed during the yard removals. The
community system would be owned and operated by the local sewer and water
district.

Upper Tenmile Creek ROD.wpd

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Section 15
References

Auerlich, R.J., R.K. Ringer, M.R. Bleavins, and A. Napolitano. 1982. Effects of
Supplemental Dietary Copper on Growth, Reproductive Performance, and Kit Survival of
Standard Dark Mink and the Acute Toxicity of Copper to Mink. Journal of Animal
Science. V55 (2):37-343.

CCME (Canadian Council of Ministers of the Environment). 1991. Interim Canadian
Environmental Quality Criteria for Contaminated Sites. Environmental Quality
Guidelines Division. Water Quality Branch. Environment Canada. Ottawa, Canada.

CDM Federal Programs Corporation (CDM). 1997. Final Baseline Ecological Risk
Assessment. Anaconda Regional Water, Waste, and Soils Operable Unit, Anaconda
Smelter NPL Site.

CDM. 2000. Draft Data Summary and Usability Report, Upper Tenmile Creek Mining
Area Superfund Site, Lewis and Clark County, Montana. March.

CDM. 2001a. Ecological Risk Assessment Report for Upper Tenmile Creek Mining Area
Superfund Site, Lewis and Clark County, Montana. March.

CDM. 2001b. Draft Remedial Investigation Report for Upper Tenmile Creek Mining Area
Superfund Site, Lewis and Clark County, Montana. February.

CDM. 2001c. RI/FS Addenda Report, Upper Tenmile Creek Mining Area Site, Lewis and
Clark County, Montana. December.

CDM. 2001d. Final Human Health Risk Assessment Report for Upper Tenmile Creek
Mining Area Superfund Site, Lewis and Clark County, Montana. October.

CDM. 2001e. Draft Feasibility Study Report Upper Tenmile Creek Mining Area Superfund
Site, Lewis and Clark County, Montana. March.

CDM. 2001f. Technical Memorandum Modeling Metals Fate and Transport in Tenmile
Creek, Upper Tenmile Creek Mining Area Site, Lewis and Clark County, Montana. October.

CH2M Hill. 1987a. Assessment of the Toxicity of Copper, Mercury, Selenium, Silver, and
Thallium in the Soil and Plants in the Helena Valley of Montana. Prepared for EPA. May.

CH2M Hill. 1987b. Assessment of the Toxicity of Arsenic, Cadmium, Lead, and Zinc in
Soil, Plants, and Livestock. Prepared for EPA. November.

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Section 15
References

Department of Environmental Quality (DEQ). 2002. Montana Department of
Environmental Quality. Montana Numeric Water Quality Standards. Circular WQB-7.
January 2002.

Department of Fish, Wildlife, and Paiks (DFWP). 2001. Personal Communication
with Don Skaar regarding unpublished 1998/99 data.

Efroymson, R.A., M.E. Will, andG.W. Suter II. 1997. Toxicological Benchmarks for
Screening Potential Contaminants of Concern for Effects on Soil and Litter Invertebrates and
Heterotrophic Process: 1997 Revision. Oak Ridge National Laboratory. Oak Ridge, TN.

Efroymson, R.A., M.E. Will, G.W. Suter II, and Wooten. 1997. Toxicological
Benchmarks for Screening Potential Contaminants of Concern for Effects on Terrestrial
Plants: 1997 Revision. Oak Ridge National Laboratory. Oak Ridge, TN.

Eisler, R. 1985. Cadmium Hazards to Fish, Wildlife, and Invertebrates: A Synoptic Review.
Biological Report 85(12). Contaminant Hazard Reviews Report No. 2. Patuxent
Wildlife Research Center. U.S. Fish and Wildlife Service, Laurel, MD.

Eisler, R. 1988. Lead Hazards to Fish, Wildlife, and Invertebrates: A Synoptic Review.
Biological Report 85(1.14). Contaminant Hazard Reviews Report No. 14. Patuxent
Wildlife Research Center. U.S. Fish and Wildlife Service, Laurel, MD.

U.S. Environmental Protection Agency (EPA). 1985a. Ambient Water Quality Criteria
for Cadmium -1984. EPA 440/5-84-032. Office of Water. Regulations and Standards.
Washington, DC.

EPA. 1985b. Ambient Water Quality Criteria for Copper -1984. EPA 440/5-84-031.
Office of Water. Regulations and Standards. Washington, DC.

EPA. 1988. Guidance for Conducting Remedial Investigations and Feasibility Studies Under
CERCLA. EPA/540/6-89/004. Office of Emergency and Remedial Response.
Washington, D.C.

EPA. 1988a. Ambient Water Quality Criteria for Aluminum - 1988. EPA 440/5-86-008.
Office of Water. Regulations and Standards. Washington, DC.

EPA. 1991. Risk Assessment Guidance for Superfund, Volume 1. Human Health Evaluation
Manual. Part B, Development of Risk-Based Preliminary Remediation Goal. Interim. Office
of Emergency and Remedial Response. Washington, D.C. September 29.

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Section 15
References

EPA. 1992. Framework for Ecological Risk Assessment. EPA/630/R-92-001. Risk
Assessment Forum. Washington, D.C.

EPA. 1999. Clark Fork River Ecological Risk Assessment. EPA Region VIII. December

EPA. 1999a. A Guide to Preparing Superfund Proposed Plans, Records of Decision, and
Other Remedy Selection Decision Documents. July 1999.

Ingersoll, C.C., P.S. Haverland, E.L. Bruson, T.J. Canfield, F.J. Dwyer, C.E. Henke,
N.E. Kemble, D.R. Mount, andR.G. Fox. 1996. Calculation Evaluation of Sediment
Effect Concentrations for the Amphipod Hyallela azteca and the Midge Chironomus riparius.
Great Lakes Res. 23:602-623.

Jones, D.S., G.W. Suter,and R.N. Hull. 1997. Toxicological Benchmarks for Screening
Potential Contaminants of Concern for Effectson Sediment-Associated Biota: 1997 Revision.
Oak Ridge National Laboratory. Oak Ridge, TN.

Kabata-Pendias, A. and H. Pendias. 1992. Trace Elements in Soils and Plants (2nd
Edition). CRC Press, pp. 365.

Larison, J.R., G.E. Likens, J.W. Fitzpatrick, and J.G. Crock. 2000. Cadmium Toxicity
Among Wildlife in the Colorado Mountains. Nature Magazine Vol.406. July 13.

Persaud, D., R. Jaagumagi, and A. Hayton. 1993. Guidelines for the Protection and
Management of Aquatic Sediment Quality in Ontario. Queen's Printer for Ontario.
Ontario, Canada.

Rice, P.M. and G.J. Ray. 1984 Floral and Faunal Survey and Toxic Metal Contamination
Study of the Grant-Kohrs Ranch National Historic Site. Report prepared by Gordon
Environmental Studies Laboratory, Botany Department, University of Montana,
Missoula, MT. May, 1984.

Suter, G.W. II and C.L. Tsao. 1996. Toxicological Benchmarks for Screening Potential
Contaminants of Concern for Effects on Aquatic Biota: 1996 Revision. Oak Ridge National
Laboratory. Oak Ridge, TN.

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Responsiveness Summary

This section of the ROD provides a summary of all comments received on the draft
and final proposed plans and EPA's responses to those comments.

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Responsiveness Summary

EPA has received comments on a number of documents prepared for the project.
Comments on the draft RI and draft FS reports, which were received from staff from
reviewing agencies and were primarily technical in nature, were addressed in the
RI/FS addenda report. Comments from the general public, as well as staff from other
agencies, were received on the preliminary draft proposed plan(presented to agency
representatives and local Rimini residents in July 2001) and the final proposed plan
(released to the general public in October 2001) are addressed in this responsiveness
summary. A brief review of the major comments and EPA's responses to those
comments is provided in this section of the ROD. Copies of the comments and point-
by-point responses are provided in Appendix C.

Overall Support for Proposed Plan

In response to both the preliminary draft proposed plan and the final proposed plan,
the comments expressed overwhelming support for EPA's overall remedy approach.
Although a number of comments identified concerns with, or suggested alternative
approaches to, particular remedy components, all emphasized overall support for the
planned cleanup of mining wastes within the upper Tenmile Creek watershed. One
commenter recommended that EPA place more emphasis on the treatment of acid
mine drainage (AMD) because that is Ihe most significant source of metals loading to
Tenmile Creek. The commenter suggested that the major waste rock/ tailings sources
have already been addressed by removal actions over the last five years.

EPA appreciates the overwhelming public support for its cleanup action. EPA agrees
that AMD is a significant loading source. However, EPA has developed a remedy
that is intended to address more than just current metals loading to Tenmile Creek.
That remedy must include elements to address near stream waste rock/tailings piles
that may, over time, erode into Tenmile Creek or its tributaries and increase loading
to both sediment and surface water. In addition, potential risks to human health at
easily-accessible mine sites must also be addressed. EPA believes that its selected
remedy has the appropriate balance for addressing all media and potential exposure
routes in a comprehensive and cost-effective manner.

Water Storage and Tenmile Creek Flow Augmentation

All comments supported the development of additional water storage within the
upper Tenmile Creek watershed, with the stored water to be used to augment stream
flow within Tenmile Creek below the Helena water system diversion structure in
Rimini. Several alternatives considered in the preliminary draft proposed plan
included the construction of a new reservoir at the Travis location along the
headwaters of Tenmile Creek, near the BCM. Based on comments received about
potential impacts on wetlands and wildlife from building a reservoir at the Travis
location (refer to "wetlands" discussion below), EPA researched and identified two

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alternatives for obtaining additional water storage in the watershed. One possible
alternative was to build a new reservoir on Banner Creek in a location known as the
Banner Creek tailings. This alternative would have entailed constructing a new dam
of approximately 65-foot height and relocating existing roads that would have been
inundated when the reservoir was filled. The other possible alternative was to
enlarge the City of Helena's existing Chessman Reservoir by approximately 500 acre-
feet, which would require raising the current dam and emergency spillway by about
5 feet. Chessman Reservoir is filled each spring primarily by diverting water from
Banner Creek through the Red Mountain flume. Water diversions into the flume can
occur only for a short time in early spring prior to the first call for irrigation water
downstream. To fill an enlarged Chessman Reservoir in the allowable time frame
each year, improvements to the Red Mountain flume to increase its capacity also
would be necessary. Since the discharge from Chessman Reservoir is used to supply
water to the Helena water system, the additional stored water in Chessman would
not be available to augment Tenmile Creek flows directly. How augmentation would
be accomplished by having the city release additional water from Scott Reservoir and
allow that water to bypass the Tenmile Creek intake structure in Rimini.

The City of Helena expressed support for any of the additional water storage/flow
augmentation alternatives. The city indicated a preference for the Travis location
because that alternative would have the least impact on how the city operates its
current water collection system. However, given the concerns over the potential
impacts on wetlands, the city indicated that any of the alternatives would be
acceptable. The selected remedy includes the alternative of increasing the capacity of
Chessman Reservoir. In its comments, the city noted a willingness to manage Scott
Reservoir so that additional water would be released and allowed to remain in
Tenmile Creek for flow augmentation during dry periods.

Potential Impacts on Wetlands and Mitigation of Impacts

In response to the preliminary draft proposed plan, numerous comments expressed
concern over potential adverse impacts of constructing a new reservoir at the Travis
location in the upper Tenmile Creek headwaters. The Travis location, which was
historically the site of a small impoundment presumably to support early mining
operations, contains a large meadow (approximately 40 acres) of high quality
wetlands. A new reservoir at this site would have flooded almost all of the existing
wetlands.

In response to the concerns over wetlands at the Travis location, EPA investigated
and developed other possible alternatives additional water storage and flow
augmentation. The selected remedy could increase the capacity of Chessman
Reservoir by approximately 500 acre-feet. Doing so would inundate approximately
15 acres of wetlands that are not as high quality as those at the Travis location. Other
wetlands within the site may also be impacted by EPA's remedial action. Waste
rock/tailings removals at near-stream locations, remediation of mine adit discharges,

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and other project actions may cause loss of wetlands or reduce wetlands value.

During remedial design, EPA will work with USFWS to evaluate the loss of wetlands
and develop appropriate wetlands mitigation. The loss will be mitigated by creation
of additional wetlands values elsewhere in the watershed. The prime candidate
location for wetlands mitigation will be the Banner Creek tailings, which is an
historical wetlands location that lost value over time because the stream was
channelized and the wetlands dried out Both the USFS and USFWS have expressed
an interest in reworking the Banner Geek tailings to reestablish the original wetlands
conditions.

Potential Impacts on Wildlife from Improved Road Access

Numerous comments expressed concern over potential adverse impacts on wildlife
that may result from improved human access to the remote locations of the site. The
comments noted that implementation of the remedial action will require the
construction of new roads or the improvement of existing roads to allow large
construction equipment to access the historic mine sites for remediation. The
comments suggested that removal actions by both EPA and USFS over the past three
years have provided evidence of the potential for adverse impacts from improved
access. The comments also suggested that once arcess roads are improved, the
tendency is for them to remain improved and for there to be increased development
pressure because of improved access. Cumulatively, the increased development can
have major impacts on wildlife habitat, movement patterns, and productivity. The
comments expressed special concern because much of the site is part of a major
wildlife corridor in the northern Rocky Mountains.

EPA is very cognizant of the concern about potential wildlife impacts. However,
EPA is charged with cleaning up the site so that current and potential human health
and environmental risks from exposure to hazardous substances are eliminated or
reduced to acceptable levels. Accomplishing that cleanup and meeting site
performance standards will require that many waste rock/tailings piles be excavated
and removed and that AMD be addressed. Roads will have to be improved or
constructed for that purpose. EPA believes that necessary water quality
improvements and reduction of site risks can be accomplished without significant
unavoidable adverse impacts on wildlife.

EPA recognizes that there are potential short-term (during construction) and long-
term risks to wildlife that may result from the construction and maintenance of
access and haul roads necessary to implement the selected remedy. There is also the
potential for increased sediment loading from the access roads to watershed streams.
EPA intends to address those potential risks during the remedial design phase of the
project, which will occur over a period of years as detailed plans and specifications
for the various elements of the selected remedy are prepared. EPA will work closely
with USFS, wildlife resource managers, DEQ, private property owners, and other

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interested parties to ensure that wildlife resources are appropriately considered in the
design process.

EPA's overall design approach will be to restrain construction disturbance to the
minimum amount necessary to complete the remedy. Road improvements, road
width, tree removal, and the excavation footprint area will be minimized to the
degree possible. Most of the high-priority mine sites at which action will be taken
have relatively good access at present. One of the key factors in scoring the sites as
high priority was ease of excess, allowing for easy exposure to site contaminants.
EPA's action will attempt to minimize the need for long-term O&M so that
maintenance access roads will be unnecessary or minimal. EPA will generally
reclaim roads to pre-remedial conditions. Gated road closures and other travel
restrictions may also be appropriate to control use on roads that must remain in
place.

EPA does not believe that its remedial action will determine the fate of private
property assets and future use of lands within the upper Tenmile Creek watershed.
Superfund is not the proper vehicle for defining, evaluating, discussing, and deciding
future land management and land use issues. Land and resource management
decisions are appropriately the responsibility of federal land managers* state wildlife
managers, local governmental entities, and private landowners. Those decisions,
requiring extensive public participation and public comment and considering a wide
range of issues, are beyond the limited scope of Superfund. EPA will coordinate its
actions with those parties to be consistent with current and likely future land
management uses and restrictions.

Potential Land Exchanges

Comments from the USFS and the City of Helena expressed an interest in
consummating ongoing efforts to effect a land exchange whereby the ownership of
land currently owned by the respective parties would be exchanged. National forest
lands currently used under permit by the city for its water collection and
transmission system would be transferred to the City of Helena. Property of equal
value owned by the city within the watershed, but not used by the city, would be
transferred in exchange to the USFS. Key properties under consideration in the
exchange are the national forest lands on which the city's Chessman Reservoir and
the Red Mountain flume are located and the city's properties at the Banner Creek
tailings and Travis reservoir locations. The parties are proceeding with the land
exchange. EPA supports the effort.

Rimini Community Water System

Numerous comments were received in support of the development of a community
water system for Rimini. Currently, most Rimini residences are served by individual
wells, many of which draw water from the contaminated alluvial aquifer underlying
the community. Most residents either treat the water with individual POU treatment

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systems or rely on bottled water. On an interim basis until a final remedy can be
implemented, EPA has provided treatment systems to individual residences where
maximum contaminant level concentrations are exceeded. EPA's proposed plan
recommended the construction of a new water system to include deep wells, water
tank storage, and new transmission and distribution piping. EPA would construct
the facility and the community would be responsible for operating and maintaining
it. Even though there was general support for the community water system, most
comments expressed concern over the potential costs of long term operation and
maintenance that the system users would have to bear, especially if few users were
actually connected to the system

EPA indicated in the proposed plan and during community meetings that it would
be willing to construct a community water system for the Rimini area only if the
community would assume responsibility for the operation and maintenance of the
system. Representatives of the community have met with various entities to gather
information about forming a rural water and sewer district and have formed an ad
hoc committee to pursue the matter.

EPA has evaluated several alternatives for a community water system at the
feasibility study level, which includes estimation of system construction and O&M
costs. Details for the cost estimates for the different alternatives were presented in
the FS and have since been refined in the RI/FS addenda report. The purpose of the
feasibility-level evaluation is to compare a reasonable range of possible alternatives.
The analysis assumed a reasonable number of connections, given EPA's knowledge
of the community, so that the alternatives could be equitably compared. Capital and
O&M costs were estimated using sound engineering costing principles and
professional judgment.

EPA's has selected the community water system alternative with the lowest long-
term O&M costs, since it is believed to be the most preferable system from the
community's perspective and the most likely alternative to be implementable and
successful.

Detailed cost estimates for the remedy will be prepared during remedial design. EPA
will work with Rimini residents who are proceeding with plans to form a rural water
and sewer district to ensure that the designed system is appropriate for the
community's need and that the community can afford to operate and maintain the
system. If the community is not able to form a rural water district or determines that
it cannot otherwise afford a community water system, then EPA will have to
implement remedy contingencies to provide for individual POU treatment systems,
which is considered to be a less protective remedy.

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Responsiveness Summary
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Institutional Controls and Controlled Groundwater Area
The selected remedy includes provisions for the establishment of institutional
controls to (1) provide for long-term protectiveness at locations where contaminated
materials and residual risks remain on site and (2) prevent the consumption of
drinking water from contaminated aquifers. For protection from residual risks from
solid media, institutional controls typically take the form of some sort of deed notice
or restriction, permit requirement, or property easement that prevents or guides
actions that might disturb or remobilize waste materials or contaminants. To prevent
consumption of contaminated groundwater, a controlled groundwater area (CGWA)
is usually established. EPA received a number of comments addressing institutional
controls.

Lewis and Clark County suggested that the ROD include provisions for institutional
controls so the county could enact specific controls for future development that
would prevent inappropriate disturbance of remediated mine sites and potential
remobilization of contaminants. The ROD includes such provisions, but also
emphasizes the removal of contaminated yard soils (to the full depth of
contamination rather than only the uppermost 18 inches) to minimize the amount of
residual contamination left in yards at residences and occasional-use recreational
cabins. Only inaccessible yard soils* such as those underneath sidewalks, driveways,
and buildings or near large trees, will be left in place.

Several comments requested information about CGWA designations, such as the size
of the controlled areas, types of restrictions, etc. It is important to note that there is
wide latitude in establishing well restrictions under a CGWA. The final location,
size, and restrictions of the CGWA would be determined by the Montana
Department of Natural Resources and Conservation through a technical application
and public review process. Additional sampling and/or monitoring well installation
may be necessary to establish the CGWA. A CGWA does not necessarily mean that a
"well ban" will be put in place; it may simply require that newly installed wells be
sampled and the water be treated or not consumed for drinking water purposes if
found to be contaminated. EPA expects that Rimini residents would be able to use
their current wells, or even drill new wells, for irrigation purposes. From EPA's
perspective, the importance of the CGWA is to prevent uncontrolled drilling of wells
in contaminated aquifer zones and the consumption of contaminated groundwater.

Acid Mine Drainage Flow Reduction andTreatment

The State of Montana, through DEQ, has consistently expressed concern over the
potential costs of long-term O&M of treatment facilities for AMD and emphasized
the need to implement source control and flow reduction actions. In the final
proposed plan and ROD, EPA has identified and included a new alternative AD4/5
to incorporate a four-phase approach for remediating acid mine drainage. The
1 approach, developed in consultation with DEQ, contains the essential AMD remedy
elements requested by DEQ, primarily that all appropriate efforts for source control

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Tenmile Creek Watershed ROD
and flow reduction be taken prior to implementation of adit discharge treatment
components, in order to minimize long-term O&M costs for treatment. EPA agrees
with that approach. However, EPA also believes that source control and flow
reduction alone will not be able to address all contaminant loading from AMD to site
streams. Current data indicate that some treatment of AMD will be required to meet
state ambient water quality standards. The ROD therefore recognizes that treatment
of residual adit discharge flows will be necessary and includes assumed treatment
costs in the remedy cost estimates. Specific details about treatment processes and
requirements will not be developed until after all reasonable source control and flow
reduction efforts are exhausted.

Cleanup Action Levels for Lead

In the proposed plan, EPA's proposed remediation level for lead was 1,000 mg/kg,
with a target cleanup level of 800 mg/kg. Lewis and Clark County recommended
that EPA reduce the cleanup level to 400 mg/kg, to be consistent with EPA's Toxic
Substances Control Act (TSCA) Section 403 guidance lead cleanup and provide better
long-term protection for children within the site community.

The EPA TSCA guidance is not CERCLA-related and is intended for application
where site information or contaminant concentration data are not available. It was
developed using national default input parameters in the IEUBK model for lead
exposure. For this site, EPA's proposed remediation and target cleanup levels were
developed also using the IEUBK model, but refining its use with regional input
parameters thought to be more appropriate for the site. Consequently, EPA has not
changed the remediation levels for lead.

EPA also notes that the residential yard component of the selected remedy will be
driven primarily by the concentrations of arsenic in the yard soils. Preliminary
remedial design sample results for approximately 30 yards in Rimini indicate that
nearly all yards will have to be remediated because arsenic concentrations are greater
than the cleanup level of 96 mg/kg.

Contaminated Roadway Materials Cleanup

Comments from one Rimini property owner and from Lewis and dark County
recommended that EPA pave Rimini Road in Rimini to create an impermeable cap
over the road waste materials, instead of excavating and removing the wastes as
proposed in the proposed plan. One comment also suggested that EPA consider
paving Rimini Road between the community of Rimini and the turnoff to the Beaver
Creek road (also known as the Chessman road).

Based on these comments, EPA reevaluated the alternatives for remediating the
contaminated roadway materials. EPA developed and evaluated alternatives that
included paving either 5,000 feet or 7,000 feet of Rimini Road within the residential
area of Rimini instead of removing the uppermost 18 inches of the contaminated

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Responsiveness Summary
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roadway materials. Paving would essentially cap the contaminated materials with an
impermeable layer of asphalt. EPA considers the paving option to be a cost-effective
approach for exposure control. However, DEQ expressed concern over the potential
for large flood events to wash out the road again and redistribute the contaminated
materials. To miminize the O&M needs and costs, EPA developed an alternative
consisting of removing all accessible contaminated roadway material, estimated to be
8 to 10 feet deep in places. The selected remedy will include removal of all accessible
contaminated roadway material, with disposal in the Luttrell repository. After the
removal of contaminated materials, the road will be reconstructed with appropriate
clean subbase, base, and surface road materials.

EPA does not believe that ihe portion of the road from the Beaver Creek road turnoff
to Rimini proper (approximately 2,500 feet) exhibits significant potential risk from
contaminated subsurface roadway materials. The potential risk is limited because
the road is on national forest lands that will not be residentially developed,
effectively preventing the potential for future residential setting exposure. Therefore,
EPA does not propose to either pave or remove road materials from that portion of
the road. Paving of that section of the road might be considered as part of a
proposed Federal Highway Administration project for paving Rimini Road south of
U.S. Highway 12. That project, however, has nothing to do with EPA's CERCLA
action.

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APPENDIX A

Identification and Description of
Applicable or Relevant and Appropriate

Requirements


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APPENDIX A

Identification and Description of
Applicable or Relevant and Appropriate Requirements

Upper Tenmile Creek Mining Area Site
Lewis and Clark County, Montana

June 2002

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SECTION

TABLE OF CONTENTS

PAGE

1.0 INTRODUCTION 	A-l

2.0 TYPES OF ARARs 	A-3

3.0 CONTAMINANT-SPECIFIC ARARs	A-5

3.1	Federal 	A-5

3.1.1	Safe Drinking Water Act			A-5

3.1.2	Clean Water Act	A-6

3.1.3	National Ambient Air Quality Standards 	A-6

3.2	State	A-6

3.2.1	Groundwater Protection	A-6

3.2.2	Montana Water Quality Act	A-8

3.2.3	Montana Ambient Air Quality Regulations	A-ll

4.0 LOCATION-SPECIFIC ARARS	A-13

4.1	Federal 			A-13

4.1.1	National Historic Preservation Act	A-13

4.1.2	Archaeological and Historic Preservation Act 	A-13

4.1.3	Historic Sites Act of 1935 	A-13

4.1.4	Protection and Enhancement of the Cultural Environment		 A-13

4.1.5	The Archaeological Resources Protection Act of 1979 	A-14

4.1.6	American Indian Religious Freedom Act	A-14

4.1.7	Native American Graves Protection and Repatriation Act	A-14

4.1.8	Fish and Wildlife Coordination Act	A-14

4.1.9	Endangered Species Act	 	A-14

4.1.10	Floodplain Management Regulations		A-15

4.1.11	Protection of Wetlands Regulations	A-15

4.1.12	Clean Water Act				 A-15

4.1.13	Migratory Bird Treaty Act 	A-15

4.1.14	Bald Eagle Protection Act	A-15

4.1.15	Resource Conservation and Recovery Act	A-15

4.2	State	A-16

4.2.1	Montana Antiquities Act 	A-16

4.2.2	Montana Human Skeletal Remains and Burial Site Protection Act .. A-16

4.2.3	Montana Floodplain and Floodway Management Act 	A-16

4.2.4	Montana Stream Protection Requirements 	A-19

4.2.5	Montana Solid Waste Management Act	A-20

5.0 ACTION-SPECIFIC ARARS	A-21

5.1 Federal and State Water Protection Requirements 	A-21

5.1.1	Clean Water Act	A-21

5.1.2	Montana Pollutant Discharge Elimination System Requirements ... A-21

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5.1.3	Water Quality Statutes and Regulations 	A-21

5.1.4	Stormwater Runoff Control Requirements 	A-22

5.2	Federal and State RCRA Subtitle C Requirements	A-23

5.3	Federal and State RCRA Subtitle D and Solid Waste Management Requirements

	A-24

5.3.1.	Federal Requirements 					A-24

5.3.2.	State of Montana Solid Waste Requirements	A-25

5.4	Federal and State Mine Reclamation Requirements	A-26

5.4.1	Surface Mining Control and Reclamation Act	A-26

5.4.2	Montana Statutory and Regulatory Requirements	A-27

5.5	Air Requirements	A-30

5.6	Noxious Weeds	A-30

6.0 TO BE CONSIDERED (TBC) DOCUMENTS	A-31

7.0 OTHER LAWS (NON-EXCLUSIVE LIST) 	A-33

7.1	Other Federal Laws 	A-33

7.2	Other State Laws	A-33

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1.0 INTRODUCTION

Section 121(d) of the Comprehensive Environmental Reponse, Compensation, and Liability Act
(CERCLA), 42 U.S.C. § 9621(d), the National Oil and Hazardous Substances Pollution
Contingency Plan (the "NCP"),40 CFR Part 300 (1990), and guidance and policy issued by the
U.S. Environmental Protection Agency (EPA) require that remedial actions under CERCLA
comply with substantive provisions of applicable or relevant and appropriate standards,
requirements, criteria, or limitations (ARARs) from State of Montana and federal
environmental laws and state facility sating laws during and at the completion of the remedial
action. These requirements are threshold standards that any selected remedy must meet, unless
an ARAR waiver is invoked.

This document identifies final ARARs for the activities to be conducted under the Upper
Tenmile Mining Area Site remedial action. The following ARARs or groups of related ARARs
are each identified by a statutory or regulatory citation, followed by a brief explanation of the
ARAR and how and to what extent the ARAR is expected to apply to the activities to be
conducted under this remedial action.

Substantive provisions of the requirements listed below are identified as ARARs pursuant to 40
Code of Federal Regulations (CFR) § 300.400. ARARs that are within the scope of this remedial
action must be attained during and at the completion of the remedial action.1 No permits are
anticipated for the remedial action for the Upper Tenmile Creek Mining Area Site in accordance
with Section 121(e) of CERCLA.

1

40 CFR Section 300.435(b)(2); Preamble to the National Oil and Hazardous Substances Pollution
Contingency Plan, 55 Federal Register (FR) 8755-8757 (March 8,1990).

A-1

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2.0 TYPES OF ARARs

ARARs are either "applicable" or "relevant and appropriate." Both types of requirements are
mandatory under CERCLA and the NCP? Applicable requirements are those cleanup
standards, standards of control, and other substantive requirements, criteria or limitations
promulgated under federal environmental or state environmental and facility siting laws that
specifically address a hazardous substance, pollutant, contaminant, remedial action, location, or
other circumstance found at a CERCLA site. Only those state standards that are identified by a
state in a timely manner and that are more stringent than federal requirements may be
applicable.3

Relevant and appropriate requirements are those cleanup standards, standards of control, and
other substantive requirements, criteria or limitations promulgated under federal
environmental or state environmental or facility siting laws that, while not "applicable" to
hazardous substances, pollutants, contaminants, remedial actions, locations, or other
circumstances at a CERCLA site; address problems or situations sufficiently similar to those
encountered at the CERCLA site that their use is well suited to the particular site. Only those
state standards that are identified in a timely manner and are more stringent than federal
requirements may be relevant and appropriate.4

The determination that a requirement is relevant and appropriate is a two-step process:
(1) determination if a requirement is relevant and (2) determination if a requirement is
appropriate. In general, this involves a comparison of a number of site-specific factors,
including an examination of the purpose of the requirement and the purpose of the proposed
CERCLA action; the medium and substances regulated by the requirement and the proposed
requirement; the actions or activities regulated by the requirement and the remedial action; and
the potential use of resources addressed in the requirement and the remedial action. When the
analysis results in a determination that a requirement is both relevant and appropriate, such a
requirement must be complied with to the same degree as if it were applicable.5

ARARs are contaminant, location, or action specific. Contaminant specific requirements
address chemical or physical characteristics of compounds or substances on sites. These values
establish acceptable amounts or concentrations of chemicals which may be found in or
discharged to the ambient environment.

Location specific requirements are restrictions placed upon the concentrations of hazardous
substances or the conduct of cleanup activities because they are in specific locations. Location

2	CERCLA § 121(d)(2)(A), 42 U.S.C. § 6921(d)(2)(a). See also. 40 CFR § 300.430(f)(l)(I)(A).

3	40 CFR § 300.5.

4	40 CFR § 300.5.

5	CERCLA Compliance with Other Laws Manual. Vol. I, OSWER Directive 9234.1-01, August 8,
1988, p. 1-11.

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specific ARARs relate to the geographical or physical positions of sites, rather than to the
nature of contaminants at sites.

Action specific requirements are usually technology based or activity based requirements or
limitations on actions taken with respect to hazardous substances, pollutants or contaminants.
A given cleanup activity will trigger an action specific requirement. Such requirements do not
themselves determine the cleanup alternative, but define how chosen cleanup methods should
be performed.

Many requirements listed as ARARs are promulgated as identical or near identical
requirements in both federal and state law, usually pursuant to delegated environmental
programs administered by EPA and the state. The Preamble to the NCP provides that such a
situation results in citation to the state provision and treatment of the provision as a federal
requirement.

Also contained in this list are policies, guidance or other sources of information which are "to
be considered" in the selection of the remedy and implementation of the record of decision
(ROD). Although not enforceable requirements, these documents are important sources of
information which EPA and the State of Montana Department of Environmental Quality
(MDEQ) may consider during selection of the remedy, especially in regard to the evaluation of
public health and environmental risks; or which will be referred to, as appropriate, in selecting
and developing cleanup actions.6

This Appendix constitutes EPA's and MDEQ's formal identification and detailed description of
ARARs for the implementation of the remedial action at the Upper Tenmile Creek Mining Area
Site. Final ARARs will be set forth as performance standards for any and all remedial design or
remedial action work plans.

6

40 CFR Section 300.400(g)(3); 40 CFR Section 300.415(1); Preamble to the NCP, 55 Fed. Reg. 8744-
8746 (March 8,1990).

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3.0 CONTAMINANT-SPECIFIC ARARs

3.1 Federal

3.1.1 Safe Drinking Water Act

Safe Drinking Water Act. 42 U.S.C. fi 300f. et seq.. National Primary and Secondary Drinking
Water Regulations. 40 CFR Parts 141 and 142 (relevant and appropriate). The National
Primary and Secondary Drinking Water Regulations (40 CFR Parts 141 and 143) establish
maximum contaminant levels (MCL) for chemicals in drinking water distributed in public
water systems. These are enforceable in Montana under the Public Water Supplies,
Distribution, and Treatment Act and corresponding regulation^ MCA § 75-6-101, et seq., and
ARM § 17.38.203. Safe Drinking Water Act MCLs are relevant and appropriate to the Upper
Tenmile Creek Mining Area Site remedial action because the aquifers found beneath the Town
of Rimini are currently a source for public water supplies. These standards may be applicable
in the future should EPA detect an exceedance at a public water outlet.

The determination that the drinking water standards are relevant and appropriate for portions
of the Upper Tenmile Creek Mining Area ate remedial action is fully supported by the
regulations and guidance The Preamble to the NCP clearly states that the MCLs are relevant
and appropriate for groundwater that is a current or potential source of drinking water. See 55
Fed. Reg. 8750, March 8,1990, and 40 CFR § 300.430(e)(2)(I)(B). MCLs developed under the
Safe Drinking Water Act generally are ARARs for current or potential drinking water sources.
See. EPA Guidance On Remedial Action For Contaminated Groundwater at Superfund Sites.
OSWER Dir. #9283.1-2, December 1988.

In addition, maximum contaminant level goals (MCLG) may also be relevant and appropriate .
See 55 Fed. Reg. 8750-8752. MCLGs are health-based goals which are established at levels at
which no known or anticipated adverse effects on the health of persons occur and which allow
an adequate margin of safety. According to the NCP, MCLGs that are set at levels above zero
must be attained by remedial actions for ground or surface waters that are current or potential
sources of drinking water. Where the MCLG for a contaminant has been set at a level of zero,
the MCL promulgated for ihat contaminant must be attained by the remedial actions.

The MCLs and MCLGs for contaminants of concern are:

Contaminant

s

6

1-1

u
S

MCLG"

Antimony

0.006

0.006

Arsenic

0.01

NE

Cadmium

0.005b

0.005b

Copper

1.3C

1.3C

Iron

0.3d

NE

Lead

0.015°

0

Manganese

0.05d

NE

Mercury

0.002b

0

Silver

NE

NE

Thallium

0.002"

0.0005

Zinc

5.0d

NE

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NE - Not Established

NoMCL, but specifies BAT to be applied.
Secondary MCL

Federal Surface Water Quality Requirements. Clean Water Act. 33 USC S1251. et seq.
(applicable). As provided under Section 303 of the Clean Water Act, 33 U.S.C. § 1313, the State
of Montana has promulgated water quality standards. See the discussion concerning State
surface water quality requirements.

3.1.3 National Ambient Air Quality Standards

National Ambient Air Quality Standards. 40 CFRS 50.6 (PM-10); 40 CFR 6 50.12 (lead)
(applicable). These provisions establish standards for PM-10 and lead emissions to air.
(Corresponding state standards are found at ARM § 17.8.222 [lead] and ARM § 17.8.223 [PM-
10].)

3.2 State

3.2.1 Groundwater Protection

ARM § 17.30.1005 (applicable) explains the applicability and basis for the groundwater
standards in ARM § 17.30.1006, which establish the maximum allowable changes in
groundwater quality and may limit discharges to groundwater.

ARM § 17.30.1006 (applicable) provides that groundwater is classified I through IV based on
its present and future most beneficial uses, and states that groundwater is to be classified
according to actual quality or use, whichever places the groundwater in a higher class. Class 1
is the highest quality class; class IV the lowest. Based upon its use as a public and private
drinking water supply, groundwater throughout the entire Upper Tenmile Creek Mining Area
Site is considered Class I groundwater.

ARM § 17.30.1006 also sets the standards for the different classes of groundwater.
Concentrations of dissolved substances in Class I or II groundwater may not exceed the human
health standards listed in department Circular WQB-7.7 These levels are listed below for the
primary contaminants of concern. Levels that are equal to or more stringent than the MCL or
MCLG identified in the federal portion of the ARARs are set out in boldface type.

40 CFR § 141.51(b)
b 40 CFR § 141.62(c)

' 40 CFR § 141.80(c) -
d 40 CFR § 141.3 -

3.1.2 Clean Water Act

Montana Department of Environmental Quality, Water Quality Division, Circular WOB-7.
Montana Numeric Water Quality Standards (January 2002).

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Contaminant WOB-7 Standard fug/D'

Antimony

6

Arsenic

20

Cadmium

5

Copper

1,300

Iron

NEb

Lead

15

Manganese

NEb

Mercury

2

Silver

35

Thallium

2

Zinc

2,1Q0

NE- Not Established



a WQB-7 standards for metals and arsenic in ground water are based on the dissolved

portion of the sample (after filtration through a 0.45 |im membrane filter),
b Concentrations of iron and manganese must not reach values that interfere with the
uses specified in the surface and groundwater standards (ARM § 17.30.601 et seq.
and ARM § 17.30.1001 et seq.). The secondary maximum contaminant levels of 300
jig/L and 50 ng/L, respectively, may be considered guidance to determine levels
that will interfere with the specified uses.

ARM § 17.30.1006 requires that concentrations of other dissolved or suspended substances
must not exceed levels that render the waters harmful, detrimental or injurious to public health.
Maximum allowable concentrations of these substances also must not exceed acute or chronic
problem levels that would adversely affect existing or designated beneficial uses of
groundwater of that classification.

ARM S 17.30.1011 (applicable)

This section provides that any groundwater whose existing quality is higher than the standard
for its classification must be maintained at that high quality in accordance with MCA § 75-5-303
and ARM Title 17, Chapter 30, Subchapter 7.

An additional concern with respect to ARARs for groundwater is the impact of groundwater
upon surface water. If significant loadings of contaminants from groundwater sources to
Tenmile Creek contribute to the inability of the stream to meet A-l and B-l class standards,
respectively, then alternatives to alleviate such groundwater loading must be evaluated and, if
appropriate, implemented. Groundwater in certain areas may have to be remediated to levels
more stringent than the groundwater classification standards in order to achieve the standards
for affected surface water. See Compliance with Federal Water Quality Criteria, OSWER
Publication 9234.2-09/FS (June 1990) ("Where the ground water flows naturally into the surface
water, the ground-water remediation should be designed so that the receiving surface-water
body will be able to meet any ambient water-quality standards [such as State WQSs or FWQC]
that may be ARARs for the surface water.")

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3.2.2 Montana Water Quality Act

State of Montana Surface Water Quality Requirements. Montana Water Quality Act. MCA S
75-5-101. et seq.. and implementing regulations (applicable). General. The Clean Water Act,
33 U.S.C. § 1251. et seq.. provides the authority for each state to adopt water quality standards
(40 CFR Part 131) designed to protect beneficial uses of each water body and requires each state
to designate uses for each water body. The Montana Water Quality Act, MCA § 75-5-101, et
seq.. establishes requirements for restoring and maintaining the quality of surface and
groundwater. Montana's regulations classify State waters according to quality, place
restrictions on the discharge of pollutants to State watery and prohibit degradation of State
waters. Pursuant to this authority and the criteria established by Montana surface water
quality regulations, ARM § 1730.601, et seq.. Montana has established the Water-Use
Classification system. Under ARM § 17.30.610, tributaries to the Missouri River have been
classified "B-l". The Tenmile Creek drainage to the Helena watersupply intake has been
classified under the more restrictive "A-l" category. Ditches and certain other bodies of surface
water must also meet these requirements.8 Certain portions of the A-l and B-l standards,
codified at ARM § 17.30.622 and ARM § 17.30.623, as well as Montana's nondegradation
requirements, are presented below.

ARM S 17.30.622 (applicable). Waters classified A-l are, after conventional treatment for
removal of naturally present impurities, suitable for drinking, culinary and food processing
purposes. These waters are also suitable for bathing, swimming and recreation, growth and
propagation of salmonid fishes and associated aquatic life, waterfowl and furbearers, and use
for agricultural and industrial purposes. This section provides also that concentrations of
carcinogenic, bioconcentrating, toxic or harmful parameters which would remain in water after
conventional water treatment may not exceed standards set forth in department circular WQB-
7. WQB-7 provides that "whenever both Aquatic Life Standards and Human Health Standards
exist for the same analyte, the more restrictive of these values will be used as the numeric
Surface Water Quality Standard." For the primary Contaminants of Concern the Circular
WQB-7 standards are listed below.

As provided under ARM § 17.30.602(25), '"surface waters' means any waters on the earth's
surface, including but not limited to, streams, lakes, ponds, and reservoirs; and irrigation and
drainage systems discharging directly into a stream, lake, pond, reservoir or other surface water.
Water bodies used solely for treating, transporting or impounding pollutants shall not be
considered surface water."

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Montana WOB-7 Surface Water Quality Standards

Aquatic Life Standards	Human Health

Contaminant

Acute

Chronic

Standards



(Vg/L)

(Hg/L)

(Vgfr)

Aluminum"

750

87

NE

Antimony

NE

NE

6

Arsenic

340

150

18

Cadmium

2.1b/l.lc/0.52d

0.2770.1670.10d

5

Copper

14b/7.3c/3.8d

9.375.272.8d

1,300

Iron6

NE

1,000

NE .

Lead

82b/34c/14d

3.27l.37 0.54d

15

Manganese6

NE

NE

NE

Mercury

1.7

0.91

0.05

Silver

4.1b/1.270.37d

NE

35

Thallium

NE

NE

1.7

Zinc

120767737d

120767737d

2,100

NE Not Established

» The aluminum standard is based on the dissolved fraction. All other parameters are
based on the total recoverable fraction.

b The aquatic life standard is based on hardness. Value shown is for a hardness of 100
mg/L as CaC03.

c The aquatic life standard is based on hardness. Value shown is for a hardness of 50
mg/L as CaC03.

d The aquatic life standard is based on hardness. Value shown is for a hardness of 25
mg/LasCaC03.

e Concentrations of iron and manganese must not reach values that interfere with the
uses specified in the surface and groundwater standards (ARM § 17.30.601 et seq.
and ARM § 17.30.1001 et seq.). The secondary maximum contaminant levels of 300
Hg/L and 50 ng/L, respectively, may be considered guidance to determine levels
that will interfere with the specified uses.

The A-l classification standards at ARM § 17.30.622 also include the following criteria: 1)
dissolved oxygen concentration must not be reduced below the levels given in department
circular WQB-7; 2) induced variation of hydrogen ion concentration (pH) within the range of
6.5 to 8.5 must be less than 0.5 pH unit. Natural pH outeide of this range must be maintained
without change. Natural pH above 7.0 must be maintained above 7.0; 3) no increase above
naturally occurring turbidity is allowed except as permitted in ARM § 17.30.637; 4)
temperature increases must be kept within prescribed limits; 5) no increases above naturally
occurring concentrations of sediment, settle able solids, oils, floating solids, which will or are
likely to create a nuisance or render the waters harmful, detrimental, or injurious to public
health, recreation, safety, welfare, livestock, wild animals, birds, fish or other wildlife are

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allowed; 6) true color must not be increased more than two units above naturally occurring
color.

ARM S 17.30.623 (applicable). Waters classified B-l are, after conventional treatment for
removal of naturally present impurities, suitable for drinking, culinary and food processing
purposes. These waters are also suitable for bathing, swimming and recreation, growth and
propagation of salmonid fishes and associated aquatic life, waterfowl and furbearers, and use
for agricultural and industrial purposes. This section provides also that concentrations of
carcinogenic, bioconcentrating, toxic or harmful parameters which would remain in water after
conventional water treatment may not exceed standards set forth in department circular WQB-
7. WQB-7 provides that "whenever both Aquatic Life Standards and Human Health Standards
exist for the same analyte, the more restrictive of these values will be used as the numeric
Surface Water Quality Standard.". These numerical standards for the contaminants of concern
are the same as for waters dassified A-l.

The B-l classification standards at ARM § 17.30.623 also include the following criteria:l)
dissolved oxygen concentration must not be reduced below the levels given in department
circular WQB-7; 2) induced variation of hydrogen ion concentration (pH) within the range of
6.5 to 8.5 must be less than 0.5 pH unit. Natural pH outside of this range must be maintained
without change. Natural pH above 7.0 must be maintained above 7.0; 3) the maximum
allowable increase above naturally occurring turbidity is 5 nephelometric turbidity units except
as permitted in ARM § 17.30.637; 4) temperature increases must be kept within prescribed
limits; 5) no increases above naturally occurring concentrations of sediment, settleable solids,
oils, floating solids, which will or are likely to create a nuisance or render the waters harmful,
detrimental, or injurious to public health, recreation, safety, welfare, livestock, wild animals,
birds, fish or other wildlife are allowed; 6) true color must not be increased more than five units
above naturally occurring color.

ARM S 17.30.637 (applicable). Provides that surface waters must be free of substances
attributable to industrial practices or other discharges that will: (a) settle to form objectionable
sludge deposits or emulsions beneath the surface of the water or upon adjoining shorelines; (b)
create floating debris, scum, a visible oil film (or be present in concentrations at or in excess of
10 milligrams per liter) or globules of grease or other floating materials; (c) produce odors,
colors or other conditions which create a nuisance or render undesirable tastes to fish flesh or
make fish inedible; (d) create concentrations or combinations of materials which are toxic or
harmful to human, animal, plant or aquatic life; (e) create conditions which produce
undesirable aquatic life.

ARM § 17.30.637 also states that no waste may be discharged and no activities conducted
which, either alone or in combination with other waste activities, will cause violation of surface
water quality standards; provided a short term exemption from a surface water quality
standard may be authorized by the department for "emergency remediation activities" under
the conditions specified in § 75-5-308, MCA.

ARM S 17.30.705 (applicable). Existing and anticipated uses of surface water and water quality
necessary to support those uses must be maintained and protected.

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3.2.3 Montana Ambient Air Quality Regulations

Montana Ambient Air Quality Regulations. ARM £3317.8.206. -.222. -.220. and -.223
(applicable). The following provisions establish air quality standards.

ARM S 17.8.206. This provision establishes sampling, data collection, and analytical
requirements to ensure compliance with ambient air quality standards.

ARM S 17.8.222. Lead emissions to ambient air shall not exceed a ninety (90) day average of 1.5
micrograms per cubic liter of air.

ARM S 17.8.220. Settled particulate matter shall not exceed a thirty (30) day average of 10
grams per square meter.

ARM S 17.8.223. PM-10 concentrations in ambient air shall not exceed a 24 hour average of 150
micrograms per cubic meter of air and an annual average of 50 micrograms per cubic meter of
air.

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4.0 LOCATION-SPECIFIC ARARS

The statutes and regulations set forth below relate to solid waste, floodplains, floodways,
streambeds, and the preservation of certain cultural, historic, natural or other national resources
located in certain areas that may be adversely affected by the Upper Tenmile Creek Mining
Area Site remedial action.

4.1 Federal

4.1.1	National Historic Preservation Act

National Historic Preservation Act. 16 USC S 470.40 CFR S 6.301(b). 36 CFR Part 63. Part 65.
and Part 800 (NHPA) (applicable). This statute and implementing regulations require Federal
agencies to take into account the effect of this response action upon any district, site, building,
structure, or object that is included in or eligible for the Register of Historic Places. Compliance
with NHPA requirements will be attained through agreements entered into with EPA, the State
of Montana, and the Town of Rimini during the implementation of the remedial action.

4.1.2	Archaeological and Historic Preservation Act

Archaeological and Historic Preservation Act. 16 USC S 469.40 CFR 6.301(c) (applicable).

This statute and implementing regulations establish requirements for the evaluation and
preservation of historical and archaeological data, which may be destroyed through alteration
of terrain as a result of a Federal construction project or a federally licensed activity or program.
This requires EPA or potentially responsible parties (PRP) to survey the site for covered
scientific, prehistorical or archaeological artifacts. The results of this survey will be reflected in
the Administrative Record. Preservation of appropriate data concerning the artifacts is hereby
identified as an ARAR requirement, to be completed during the implementation of the
remedial action.

4.1.3	Historic Sites Act of 1935

Historic Sites Act of 1935,16 USC S 461. et seq.. 40 CFR 6.310(a) (applicable). This statute and
implementing regulations requite federal agencies to consider the existence and location of
land marks on the National Registry of National Landmarks and to avoid undesirable impacts
on such landmarks.

4.1.4	Protection and Enhancement of the Cultural Environment

Executive Order 11593 Protection and Enhancement of the Cultural Environment 16 USC S
470 (applicable). Directs federal agencies to institute procedures to ensure programs contribute
to the preservation and enhancement of non-federally owned historic resources. Consultation
with the Advisory Council on Historic Preservation is required if remedial activities should
threaten cultural resources.

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4.1.5 The Archaeological Resources Protection Act of 1979

The Archaeological Resources Protection Act of 1979.16 USC SS 470aa-47011 (relevant and
appropriate). Requires a permit for any excavation or removal of archeological resources from
public lands or Indian lands. Substantive portions of this act may be relevant and appropriate
if archeological resources are encountered during remedial action activity.

4.1.6	American Indian Religious Freedom Act

American Indian Religious Freedom Act. 42U.S.C. 619%. et seq. (applicable). This Act
establishes a federal responsibility to protect and preserve the inherent right of American
Indians to believe, express and exercise the traditional religions of American Indians. This
right includes, but is not limited to, access to sites, use and possession of sacred objects, and the
freedom to worship through ceremonials and traditional rites. The Act requires Federal
agencies to protect Indian religious freedom by refraining from interfering with access,
possession and use of religious objects, and by consulting with Indian organizations regarding
proposed actions affecting their religious freedom.

4.1.7	Native American Graves Protection and Repatriation Act

Native American Graves Protection and Repatriation Act. 25 U.S.C. S 3001. et seq.
(applicable). The Act prioritizes ownership or control over Native American cultural items,
including human remains, funerary objects and sacred objects, excavated or discovered on
Federal or tribal lands. Federal agencies and museums that have possession or control over
Native American human remains and associated funerary objects are required under the Act to
compile an inventory of such items and, to the extent possible, identify their geographical and
cultural affiliation. Once the cultural affiliation of such objects is established, the Federal
agency or museum must expeditiously return such items, upon request by a lineal descendent
of the individual Native American or tribe identified.

4.1.8	Fish and Wildlife Coordination Act

Fish and Wildlife Coordination Act. 16 USC S 661,40 CFR 6.302 (applicable). This statute
and implementing regulations require that Federal agencies or federally funded projects ensure
that any modification of any stream or other water body affected by any action authorized or
funded by the Federal agency provides for adequate protection of fish and wildlife resources.
Compliance with this ARAR requires EPA to consult with the U.S. Fish and Wildlife Service
and the Montana Department of Fish, Wildlife, and Parks. Further consultation will occur
during remedial design and remedial action.

4.1.9	Endangered Species Act

Endangered Species Act, 16 USC 81531,50 CFR Parts 17 and 402 (applicable). This statute
and implementing regulations provide that federal activities not jeopardize the continued
existence of any threatened or endangered species. The remedy selection process, including the
Feasibility Study, should identify whether the proposed remedial actions will impact
threatened and/or endangered species and/or their habitat, and what avoidance or mitigative
measures are necessary.

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4.1.10 Floodplain Management Regulations

Floodplain Management Regulations .Executive Order No. 11988 and 40 CFR 6 6.3021b)
(applicable). These require that actions be taken to avoid, to the extent possible, adverse effects
associated with direct or indirect development of a floodplain, or to minimize adverse impacts
if no practicable alternative exists.

4.1.11	Protection of Wetlands Regulations

Protection of Wetlands Regulations. 40 CFR Part 6. Appendix A. and Executive Order No.
11990 (applicable). This ARAR requires avoidance of the adverse impacts associated with the
destruction or loss of wetlands to the extent possible and avoidance of new construction in
wetlands if a practicable alternative exists. Wetlands are defined as those areas that are
inundated or saturated by groundwater or surface water at a frequency and duration sufficient
to support, and that under normal circumstances do support, a prevalence of vegetation
typically adapted for life in saturated soil conditions. Compliance with this ARAR will be
achieved through consultation with the U.S. Fish and Wildlife Service and the U.S. Army Corps
of Engineers, to determine the existence and category of wetlands present at the site, and any
avoidance or mitigation and replacement which may be necessary.

4.1.12	Clean Water Act

Section 404. Clean Water Act. 33 USCSS1251 et seq.. 33 CFR Part 330 (applicable). Regulates
discharge of dredged or fill materials into waters of the United States. Substantive
requirements of portions of Nationwide Permit No. 38 (General and Specific Conditions) are
applicable to the Upper Tenmile Creek Mining Area Site remedial activities conducted within
waters of the United States.

4.1.13	Migratory Bird Treaty Act

Migratory Bird Treaty Act. 16 USC 8 7D3. et seq. (applicable). This requirement establishes a
federal responsibility for the protection of the international migratory bird resource and
requires continued consultation with the USFWS during remedial design and remedial
construction to ensure that the cleanup of the site does not unnecessarily impact migratory
birds. Specific mitigative measures may be identified for compliance with this requirement.

4.1.14	Bald Eagle Protection Act

Bald Eagle Protection Act. 16 USC S668. et seq. (applicable). This requirement establishes a
federal responsibility for protection of bald and golden eagles, and requires continued
consultation with the U.S. Fish and Wildlife Service during remedial design and remedial
construction to ensure that any cleanup of the site does not unnecessarily adversely affect the
bald and golden eagles. Specific mitigative measures may be identified for compliance with
this requirement

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4.1.15 Resource Conservation and Recovery Act

Resource Conservation and Recovery Act and regulations. 40 CFR fi 264.18 (a) and (b)
/relevant and appropriate). These regulations provide seismic and floodplain restrictions on
the location of a waste management unit.

4.2 State

4.2.1	Montana Antiquities Act

Montana Antiquities Act. MCA S 22-3-421. et sea., (relevant and appropriate). The Montana
Antiquities Act addresses the responsibilities of State agencies regarding historic and
prehistoric sites including buildings, structures, paleontological sites, archaeological sites on
state owned lands. Each State ageicy is responsible for establishing rules regarding historic
resources under their jurisdiction which address National Register eligibility, appropriate
permitting procedures and other historic preservation goals. The State Historic Preservation
Office maintains information related to the responsibilities of State Agencies under the
Antiquities Act.

4.2.2	Montana Human Skeletal Remains and Burial Site Protection Act

Montana Human Skeletal Remains and Burial Site Protection Act (1991), MCA 8 22-3-
801(applicable). The Human Skeletal Remains and Burial Site Protection Act is the result of
years of work'by Montana Tribes, State agencies and organizations interested in assuring that
all graves within the State of Montana are adequately protected. If human skeletal remains or
burial site are encountered during remedial activities at the Upper Tenmile Creek Mining Area
Site, then requirements will be applicable.

4.2.3	Montana Floodplain and Floodway Management Act

Montana Floodplain and Floodwav Management Act and Regulations. MCA S 76-5-401. et
seq.. ARM S 36.15.601. et seq. (applicable). The Floodplain and Floodway Management Act
and regulations specify types of uses and structures that are allowed or prohibited in the
designated 100-year floodway9 and floodplain.10 Since the Upper Tenmile Creek Mining Area
Site may lie partially within the 100-year floodplain of Tenmile Creek, these standards are
applicable to all actions within these floodplain areas.

A. Allowed uses. The law recognizes certain uses as allowable in the floodway and a
broader range of uses as allowed in the floodplain. Residential use is among the possible
allowed uses expressly recognized in both the floodway and floodplain. "Residential
uses such as lawns, gardens, parking areas, and play areas," as well as certain

The "floodway" is the channel of a watercourse or drain way and those portions of the floodplain
adjoining the channel that are reasonably required to carry and discharge the flood water of the
watercourse or drainw ay. ARM §36.15.101(13).

The "floodplain" is the area adjoining the watercourse or drainway that would be covered by the
floodwater of a base (100-year) flood except for sheetflood areas that receive less than one foot of
water per occurrence. The floodplain consists of the floodway and flood fringe.

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agricultural, industrial-commercial, recreational and other uses are permissible within
the designated floodway, provided they do not require structures other than portable
structures, fill or permanent storage of materials or equipment. MCA § 76-5-401; ARM §
36.15.601 (Applicable). In addition, in the flood fringe (i.e., within the floodplain but
outside the floodway), residential, commercial, industrial, and other structures may be
permitted subject to certain conditions relating to placement of fill, roads, floodproofing,
etc. MCA § 76-5-402; ARM § 36.15.701 (Applicable). Domestic water supply wells may
be permitted, even within the floodway, provided the well casing is watertight to a
depth of 25 feet and the well meets certain conditions for floodproofing, sealing, and
positive drainage away from the well head. ARM § 36.15.602(6).

B.	Prohibited uses. Uses prohibited anywhere in either the floodway or the floodplain
are:

¦	solid and hazardous waste disposal; and

¦	storage of toxic, flammable, hazardous, or explosive materials.

ARM §§ 36.15.605(2) and 36.15.703 (Applicable); see also ARM § 36.15.602(5)(b)
(Applicable).

In the floodway, additional prohibitions apply, including prohibition of:

¦	a building for living purposes or place of assembly or permanent use
by human beings;

¦	any structure or excavation that will cause water to be diverted from the
established floodway, cause erosion, obstruct the natural flow of water,
or reduce the carrying capacity of the floodway; and

¦	the construction or permanent storage of an object subject to flotation
or movement during flood level periods.

MCA § 76-5-402 (Applicable).

C.	Applicable considerations in use of floodplain or floodway. Applicable regulations
also specify factors that must be considered in allowing diversions of the stream,
changes in place of diversion of the stream, flood control works, new construction or
alteration of artificial obstruction^ or any other nonconforming use within the
floodplain or floodway. Many of ihese requirements are set forth as factors that must be
considered in determining whether a permit can be issued for certain obstructions or
uses. While permit requirements are not directly applicable to remedial actions
conducted entirely on site, the substantive criteria used to determine whether a
proposed obstruction or use is permissible within the floodway or floodplain are
applicable standards. Factors which must be considered in addressing any obstruction
or use within the floodway or floodplain include:

¦	the danger to life and property from backwater or diverted flow
caused by the obstruction or use;

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¦	the danger that the obstruction or use will be swept downstream to
the injury of others;

¦	the availability of alternate locations;

¦	the construction or alteration of the obstruction or use in such a
manner as to lessen the danger;

¦	the permanence of the obstruction or use; and

¦	the anticipated development in the foreseeable future of the area
which may be affected by the obstruction or use.

	See MCA § 76-5-406; ARM § 36.15.216 (Applicable, substantive provisions only).

Conditions or restrictions that generally apply to specific activities within the floodway
or floodplain are:

¦	the proposed activity, construction, or use cannot increase the
upstream elevation of the 100-year flood a significant amount (Vi foot
or as otherwise determined by the permit issuing authority) or
significantly increase flood velocities ARM § 36.15.604 (Applicable,
substantive provisions only); and

¦	the proposed activity, construction, or use must be designed and
constructed to minimize potential erosion.

For the substantive conditions and restrictions applicable to specific obstructions or
uses, see the following applicable regulations:

Excavation of material from pits or pools - ARM § 36.15.602(1).

Water diversions or changes in place of diversion - ARM § 36.15.603.

Flood control works (levees, floodwalls, and riprap must comply with
specified safety standards) - ARM § 36.15.606.

Roads, streets, highways and rail lines (must be designed to minimize
increases in flood heights) - ARM § 36.15.701(3)(c).

Structures and facilities for liquid or solid waste treatment and disposal
(must be floodproofed to ensure that no pollutants enter flood waters and
may be allowed and approved only in accordance with Montana
Department of Environmental Quality (MDEQ) regulations, which
include certain additional prohibitions on such disposal) - ARM §
36.15.701 (3)(d).

Residential structures -ARM § 36.15.702(1).

Commercial or industrial structures - ARM § 36.15.702(2).

4.2.4 Montana Stream Protection Requirements

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Montana Natural Streambed and Land Preservation Act and Regulations. MCA fi 75-7-101.
et.sea.. and ARM 66 36.2.401. et.seq.. (applicable). Applicable if this remedial action alters or
affects a streambed or its banks. The adverse effects of any such action must be minimized.

ARM 36.2.410 (Applicable) establishes minimum standards which would be applicable if a
response action alters or affects a streambed, including any channel change, new diversion,
riprap or other streambank protection project, jetty, new dam or reservoir or other commercial,
industrial or residential development. Projects must be designed and constructed using
methods that minimize adverse impacts to the stream (both upstream and downstream) and
future disturbances to the stream. All disturbed areas must be managed during construction
and reclaimed after construction to minimize erosion. Temporary structures used during
construction must be designed to handle high flows reasonably anticipated during the
construction period. Temporary structures must be completely removed from the stream
channel at the conclusion of construction, and the area must be restored to a natural or stable
condition. Channel alterations must be designed to retain original stream length or otherwise
provide hydrologic stability. Streambank vegetation must be protected except where removal
of such vegetation is necessary for the completion of the project. When removal of vegetation is
necessary, it must be kept to a minimum. Riprap, rock, and other material used in a project
must be of adequate size, shape, and density and must be properly placed to protect the
streambank from erosion. The placement of road fill material in a stream, the placement of
debris or other materials in a stream where it can erode or float into the stream, projects that
permanently prevent fish migration, operation of construction equipment in a stream, and
excavation of streambed gravels are prohibited unless specifically authorized by the district.
Such projects must also protect the use of water for any useful or beneficial purpose. See §
75-7-102, MCA.

While the administrative/procedural requirements, including the consent and approval
requirements, set forth in these statutes and regulations are not ARARs, the party designing
and implementing the response action is encouraged to continue to consult with the Montana
Department of Fish, Wildlife and Parks and any conservation district or board of county
commissioners (or consolidated city/county government) as provided in the referenced
statutes, to assist in the evaluation of factors discussed above.

MCA SS 87-5-502 and 504 (Applicable — substantive provisions only), provide that a state
agency or subdivision shall not construct, modify, operate, maintain or fail to maintain any
construction project or hydraulic project which may or will obstruct, damage, diminish,
destroy, change, modify, or vary the natural existing shape and form of any stream or its banks
or tributaries in a manner that will adversely affect any fish or game habitat The requirement
that any such project must eliminate or diminish any adverse effect on fish or game habitat is
applicable to the state in approving remedial actions to be conducted. The Natural Streambed
and Land Preservation Act of 1975, MCA § 75-7-101, et seq.. (Applicable — substantive
provisions only) includes similar requirements and is applicable to private parties as well as
government agencies.

Consultation with the Montana Department of Fish, Wildlife and Parks, and any conservation
district or board of county commissioners (or consolidated city/county government) is
encouraged during the designing and implementing of the remedial action for the Upper
Tenmile Creek Mining Area Site.

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4.2.5 Montana Solid Waste Management Act

Montana Solid Waste Management Act and regulations. MCA S 75-10-201. et seq. ARM §
17.50.505 (applicable). Sets forth requirements applying to the location of any solid waste
management facility. Among other things, the location must have sufficient acreage, must not
be within a 100-year floodplain, must be located so as to prevent pollution of ground, surface,
and private and public water supply systems, and must allow for reclamation of the land.
These standards apply to any facility for the treatment, storage, or disposal of mine wastes,
including, for example, any mine waste repository, tailings deposit, or waste rock pile that is
actively managed as part of a response action.

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5.0 ACTION-SPECIFIC ARARS

5.1 Federal and State Water Protection Requirements

5.1.1	Clean Water Act

Clean Water Act. Point Source Discharges requirements. 33 USC 61342 (applicable,
substantive provisions only). Section 402 of the Clean Water Act, 33 USC § 1342, et seq..
authorizes the issuance of permits for the "discharge" of any "pollutant." This includes storm
water discharges associated with "industrial activity." See. 40 CFR § 122.1(b)(2)(iv). "Industrial
activity includes inactive mining operations that discharge storm water contaminated by
contact with or that has come into contact with any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such
operations, see. 40 CFR § 122.26(b)(14)(iii); landfills, land application sites, and open dumps
that receive or have received any industrial wastes including those subject to regulation under
RCRA subtitle D, see. 40 CFR § 122.26(b)(14)(v); and construction activity including clearing,
grading, and excavation activities^ see. 40 CFR § 122.26(b)(14)(x). Because the State of Montana
has been delegated the authority to implement the Clean Water Act, these requirements are
enforced in Montana through the Montana Pollutant Discharge Elimination System (MPDES).
The MPDES requirements are set forth below.

5.1.2	Montana Pollutant Discharge Elimination System Requirements

Substantive MPDES Permit Requirements. ARM Sfi 17.30.1342-1344 (applicable). These set
forth the substantive requirements applicable to all MPDES and National Pollutant Discharge
Elimination System (NPDES) permits. The substantive requirements, including the requirement
to properly operate and maintain all facilities and systems of treatment and control are
applicable requirements.

Technology-Based Treatment. ARM SS 17.30.1203 and 1344 (applicable). Provisions of 40 CFR
Part 125 for criteria and standards for the imposition of technology-based treatment
requirements are adopted and incorporated in MDEQ permits. Although the permit
requirement would not apply to on-site discharges, the substantive requirements of Part 125 are
applicable, i.e., for toxic and nonconventional pollutants treatment must apply the best
available technology economically achievable (BAT); for conventional pollutants, application of
the best conventional pollutant control technology (BCT) is required. Where effluent limitations
are not specified for the particular industry or industrial category at issue, BCT/BAT
technology-based treatment requirements are determined on a case by case basis using best
professional judgment (BPJ).See CERCLA Compliance with Other Laws Manual, Vol. I, August
1988, p. 3-4 and 3-7.

5.1.3	Water Quality Statutes and Regulations

Causing of Pollution. MCA S 75-5-605 (applicable). This section of the Montana Water
Quality Act prohibits the causing of pollution of any state waters. Pollution is defined as
contamination or other alteration of physical, chemical, or biological properties of state waters
which exceeds that permitted by the water quality standards. Also, it is unlawful to place or

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caused to be placed any wastes where they will cause pollution of any state waters. Any
permitted placement of waste is not placement if the agency's permitting aulhority contains
provisions for review of the placement of materials to ensure it will not cause pollution to state
waters.

Nondegradation. MCA S 75-5-303(applicable). This provision states that existing uses of state
waters and the level of water quality necessary to protect the uses must be maintained and
protected. Section MCA § 75-5-317 provides an exemption from nondegradation requirements
which allows changes of existing water quality resulting from an emergency or remedial
activity that is designed to protect the public health or the environment and that is approved,
authorized, or required by the department. Degradation meeting these requirements may be
considered nonsignificant. In determining that remedial actions are protective of public health
and the environment and in approving, authorizing, or requiring such remedial activities, no
significant degradation should be approved.

ARM § 17.30.705 (applicableV This provides that for any surface water, existing and
anticipated uses and the water quality necessary to protect these uses must be maintained and
protected unless degradation is allowed under the nondegradation rules at ARM § 17.30.708.

ARM § 17.30.1011 (applicable). This provides that any groundwater whose existing quality is
higher than the standard for its classification must be maintained at that high quality unless
degradation may be allowed under the principles established in MCA § 75-5-303, and the
nondegradation rules at ARM § 17.30.701, et seq.

5.1.4 Stormwater Runoff Control Requirements

ARM 6 17.24.633 (applicable). All surface drainage from a disturbed area must be treated by
the best technology currently available.

General Permits (applicable). Under ARM § 17.30.601. et seq.. and ARM § 17.30.1301. et seq..
including ARM § 17.30.1332, the Water Quality Division has issued general storm water
permits for certain activities. The substantive requirements of the following permits are
applicable for the following activities: for construction activities - General Permit for Storm
Water Discharge Associated with Construction Activity, Permit No. MTR100000 (June 8, 2002);
for mining activities - General Discharge Permit for Storm Water Associated with Mining and
with Oil and Gas Activities, Permit No. MTR300000 (September 10,1997);11 and for industrial
activities - General Permit for Storm Water Discharge Associated with Industrial Activity,
Permit No. MTR000000 (Cttober 1, 2001).12

Generally, the permits require the permittee to implement best management practice (BMP)
and to take all reasonable steps to minimize or prevent any discharge which has a reasonable

This permit covers point source discharges of storm water from mining and milling activities
(including active, inactive, and abandoned mine and mill sites) including activities with Standard
Industrial Code 14 (metal mining).

Industrial activities are defined as all industries defined in 40 CFR §§ 122, 123, and 124, excluding
construction, mining, oil & gas extraction activities and storm water discharges subject to effluent
limitations guidelines. This includes wood treatment operations, as well as the production of slag.

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likelihood of adversely affecting human health or the environment. However, if there is
evidence indicating potential or realized impacts on water quality due to any storm water
discharge associated with the activity, an individual MPDES permit or alternative general
permit may be required.

Surface Water. ARM 
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maintenance, and controls or eliminates the leaching or escape of hazardous waste or its
constituents, leachate, or runoff to the extent necessary to protect human health and the
environment.

40 CFR 8 264.117. This provision incorporates monitoring requirements in Part 264,
including those mentioned at Part 264.97 and Part 264.303. It governs the length of the
post-closure care period, permits a lengthened security period, and prohibits any use of
the property which would disturb the integrity of the management facility.

40 CFR S 264.310. This specifies requirements for caps, maintenance, and monitoring
after closure.

40 CFR S 264.301. Prescribes design and operating requirements for landfills.

40 CFR 6 264.301(a). This provides for a single liner and leachate collection and removal
system.

40 CFR S 264.301(f). This requires a run-on control system.

40 CFR S 264.301(g). This requires a run-off management system.

40 CFR S 264.301(h). This requires prudent management of facilities for collection and
holding of run-on and run-off.

40 CFR S 264301(i). This requires that wind dispeisal of particulate matter be
controlled.

5.3 Federal and State RCRA Subtitle D and Solid Waste Management Requirements

40 CFR Part 257 establishes criteria under Subtitle D of the Resource Conservation and
Recovery Act for use in determining which solid waste disposal facilities and practices pose a
reasonable probability of adverse effects on health or the environment. See 40 CFR § 257.1(a).
This part comes into play whenever there is a "disposal" of any solid or hazardous waste from
a "facility." "Disposal" is defined as "the discharge, deposit, injection, dumping, spilling,
leaking, or placing of any solid waste or hazardous waste into or on any land or water so that
such solid waste or hazardous waste or any constituent thereof may enter the environment or
be emitted into the air or discharged into any waters, including ground waters." See 40 CFR §
257.2. "Facility" means "any land and appurtenances thereto used for the disposal of solid
wastes." Solid waste requirements axe listed herein because mine wastes to be addressed in the
remedial action are considered solid waste.

5.3.1. Federal Requirements

40 CFR fi 257 (applicable). Criteria for Classification of Solid Waste Disposal Facilities and
Practices. The activities to be performed for the Upper Tenmile Creek Mining Area Site
remedial action are expected to comply with the following requirements.

40 CFR 6 257.3-1. Washout of solid waste in facilities in a floodplain posing a hazard to
human life, wildlife, or land or water resources shall not occur.

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40 CFR S 257.3-2. Facilities shall not contribute to the taking of endangered species or
the endangering of critical habitat of endangered species.

40 CFR fi 257.3-3. A facility shall not cause a discharge of pollutants, dredged or fill
material, into waters of the United States in violation of Sections 402 and 404 of the
Clean Water Act, as amended, and shall not cause non-point source pollution, in
violation of applicable legal requirements implementing an area wide or statewide
water quality management plan that has been approved by the Administrator under
Section 208 of the Clean Water Act, as amended.

40 CFR S 257.3-4. A facility shall not contaminate an underground source of drinking
water beyond the solid waste boundary or beyond an alternative boundary specified in
accordance with this section.

40 CFR S 257.3-8(d). Access to a facility shall be controlled so as to prevent exposure of
the public to potential health and safety hazards at the site.

5.3.2. State of Montana Solid Waste Requirements.

The Montana Solid Waste Management Act § 75-10-201 et seq., MCA, and regulations are
applicable to the management and disposal of all solid wastes, including mine wastes at sites
that are not currently subject to operating permit requirements.

ARM S 17.50.505(1) and (2) (applicable). Sets forth standards that all solid waste disposal sites
must meet, including the requirements that (1) Class II landfills must confine solid waste and
leachate to the disposal facility. If there is the potential for leachate migration, it must be
demonstrated that leachate will only migrate to underlying formations which have no
hydraulic continuity with any state waters; (2) adequate separation of group II .wastes from
underlying or adjacent water must be provided; and (3) no new disposal units or lateral
expansions may be located in wetlands. ARM § 17.50505 also specifies general soil and
hydrogeological requirements pertaining to the location of any solid waste management
facility.

ARM S 17.50.506 (applicable). Specifies design requirements for landfills. Landfills must
either be designed to ensure that MCLs are not exceeded or the landfill must contain a
composite liner and leachate collection system which comply with specified criteria.

ARM fi 17.50.510 (applicable). Sets forth general operational and maintenance and design
requirements for solid waste facilities using land filling methods. Specific operational and
maintenance requirements specified in ARM § 17.50.510 that are applicable are run-on and run-
off control systems requirements, requirements that sites be fenced to prevent unauthorized
access, and prohibitions of point source and nonpoint source discharges which would violate
Clean Water Act requirements.

MCA 6 75-10-212 and ARM 617.50.523 (applicable). For solid wastes, MCA § 75-10-212
prohibits dumping or leaving any debris or refuse upon or within 200 yards of any highway,
road, street, or alley of the State or other public property, or on privately owned property where
hunting, fishing, or other recreation is permitted. ARM § 1750.523 specifies that solid waste

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must be transported in such a manner as to prevent its discharge, dumping spilling or leaking
from the transport vehicle.

MCA § 75-10-206 (applicable). Provides for a variance from certain solid waste requirements
where such variance would not result in a danger to public health or safety. Certain of the solid
waste regulations regarding design of landfills, ARM 17.50.506, operational and maintenance
requirements, ARM 17.50.510, and landfill closure requirements and post-closure care, ARM
17.50.530-531 may be subject to variance, if the requirements of § 75-10-206, MCA, are met.

ARM 8 17.50.530 (applicable). Sets forth the closure requirements for landfills. Class II
landfills must meet the following criteria: (1) install a final cover that is designed to minimize
infiltration and erosion; (2) design and construct the final cover system to minimize infiltration
through the closed unit by the vise of an infiltration layer that contains a minimum 18 inches of
earthen material and has a permeability less than or equal to the permeability of any bottom
liner, barrier layer, or natural subsoils or a permeability no greater than 1 X10-5 cm/sec,
whichever is less; (3) minimize erosion of the final cover by the use of a seed bed layer that
contains a minimum of six inches of earthen material that is capable of sustaining native plant
growth and protecting the infiltration layer from frost effects and rooting damage; (4)
revegetate the final cover with native plant growth within one year of placement of the final
cover.

ARM 8 17.50.531 (applicable). Sets forth post closure care requirements for Class II landfills.
Post closure care must be conducted for a period sufficient to protect human health and the
environment. Post closure care requires maintenance of the integrity and effectiveness of any
final cover, including making repairs to the cover as necessary to correct the effects of
settlement, subsidence, erosion, or other events, and preventing run-on and run-off from
eroding or otherwise damaging the cover and comply with the groundwater monitoring
requirements found at ARM Title 17, chapter 50, subchapter 7.

5.4 Federal and State Mine Reclamation Requirements

5.4.1 Surface Mining Control and Reclamation Act

Surface Mining Control and Reclamation Act. 30 USC 88 1201-1326 (relevant and
appropriate). This Act and implementing regulations found at 30 CFR Parts 784 and 816
establish provisions designed to protect the environment from the effects of surface coal mining
operations, and to a lesser extent non-coal mining. These requirements are relevant and
appropriate to the covering of discrete areas of contamination. The regulations require that
revegetation be used to stabilize soil covers over reclaimed areas. They also require that
revegetation be done according to a plan which specifies schedules, species which are diverse
and effective, planting methods, mulching techniques, irrigation if appropriate, and
appropriate soil testing. Reclamation performance standards are currently relevant and
appropriate to mining waste sites.

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5.4.2 Montana Statutory and Regulatory Requirements

Montana Strip and Underground Mine Reclamation Act. MCA 6 82-4-201. et seq. (relevant
and appropriate). Certain portions of the following statutory or regulatory provisions, as
identified below, are relevant and appropriate requirements.

MCA 8 82-4-231. Requires operators to reclaim and revegetate affected lands using most
modern technology available. Operators must grade, backfill, topsoil, reduce high walH
stabilize subsidence, control water, minimize erosion, subsidence, land slides, and water
pollution.

MCA fi 82-4-233. Operators must plant vegetation that will yield a diverse, effective, and
permanent vegetative cover of the same seasonal variety native to the area and capable of self-
regeneration.

Montana Metal Mining Reclamation Act. MCA S 82-4-301. et seq. (relevant and appropriate).

Certain portions of the following statutory or regulatory provisions, as identified below, are
relevant and appropriate requirements.

MCA fi 82-4-336. Disturbed areas must be reclaimed to utility and stability comparable to areas
adjacent.

ARM fi 17.24.501. Provides general backfilling and grading requirements. Backfill must be
placed so as to minimize sedimentation, erosion, and leaching of acid or toxic materials into
waters, unless otherwise approved. Final grading must be to the approximate original contour
of the land and final slopes must be graded to prevent slope failure, may not exceed the angle
of repose, and must achieve a minimum long term static safety factor of 1:3. The disturbed area
must be blended with surrounding and undisturbed ground to provide a smooth transition in
topography.

ARM fi 17.24.519. Requires monitoring of settling of regraded areas, and potential
modification of reclamation, spoiling and grading techniques to alleviate uneven settling
problems. Pertinent areas of the Upper Tenmile Creek Mining Area Site where excavation will
occur will be regraded to minimize settlement.

ARM fi 17.24.631(1). (2). (3Ha) and (bl Requires minimization of disturbances to the prevailing
hydrologic balance. Changes in water quality and quantity, in the depth to groundwater and in
the location of surface water drainage channels will be minimized, to the extent consistent with
the selected remedial alternatives. Other pollution minimization devices must be used if
appropriate, including stabilizing disturbed areas through land shaping, diverting runoff,
planting quickly germinating and growing stands of temporary vegetation, regulating channel
velocity of water, lining drainage channels with rock or vegetation, mulching, and control of
acid-forming, and toxic-forming waste materials.

ARM S 17.24.633. Surface drainage from a disturbed area must be treated by the best
technology currently available (BTCA). Treatment must continue until the area is stabilized.

ARM fi 17.24.634. Requires disturbed drainages be restored to the approximate pre-distuibance
configuration, to the extent consistent with the selected remedial alternatives. Drainage design

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must emphasize channel and floodplain dimensions that approximate the pre-mining
configuration and that will blend with the undisturbed drainage above and below the area to
be reclaimed. The average stream gradient must be maintained with a concave longitudinal
profile. This regulation provides specific requirements for designing the reclaimed drainage to:
(1) approximate an appropriate geomorphic habit or characteristic pattern; (2) remain in
dynamic equilibrium with the system without the use of artificial structural controls; (3)
improve unstable premining conditions; (4) provide for floods and for the long-term stability
of the landscape; and (5) establish a premining diversity of aquatic habitats and riparian
vegetation.

ARM S 17.24.638. Sediment control measures must be implemented during operations.

ARM S 17.24.639. Sets forth requirements for construction and maintenance of sedimentation
ponds.

ARM S 17.24.640. Discharges from sedimentation ponds, permanent and temporary
impoundments, must be controlled to reduce erosion and enlargement of stream channels, and
to minimize disturbance of the hydrologic balance.

ARM S 17.24.641. Practices to prevent drainage from acid or toxic forming spoil material into
ground and surface water will be employed.

ARM SS 17.24.643 through 17.24j646. Provisions for groundwater protection, groundwater
recharge protection, and groundwater and surface water monitoring.

ARM 86 17.24.701 and 701 Requirements for redistributing and stockpiling of soil for
reclamation. Also, outline practices to prevent compaction, slippage, erosion, and deterioration
of biological properties of soil will be employed.

ARM S 17.24.703. When using materials other than, or along with, soil for final surfacing in
reclamation, the operator must demonstrate that the material (1) is at least as capable as the soil
of supporting the approved vegetation and subsequent land use, and (2) the medium must be
the best available in the area to support vegetation. Such substitutes must be used in a manner
consistent with the requirements for redistribution of soil in ARM §17.24.701 and 702.

ARM fi 17.24.711. Requires that a divers^ effective and permanent vegetative cover of the
same seasonal variety and utility as the vegetation native to the area of land to be affected must
be established. This provision would not be relevant and appropriate in certain instances, for
example, where there is dedicated development.

ARM 617.24.713. Seeding and planting of disturbed areas must be conducted during the first
appropriate period for favorable planting after final seedbed preparation but may not be more
than 90 days after soil has been replaced.

ARM S 17.24.714. Mulch or cover crop or both must be used until adequate permanent cover
can be established.

ARM S 17.24.716. Establishes method of revegetation.

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ARM § 17.24.717. Relates to the planting of trees and other woody species if necessary, as
provided in § 82-4-233, MCA, to establish a diverse, effective, and permanent vegetative cover
of the same seasonal variety native to the affected area and capable of self-regeneration and
plant succession at least equal to the natural vegetation of the area, except that introduced
species may be used in the revegetation process where desireable and necessary to achieve the
approved land use plan.

ARM S 17.24.718. Requires soil amendments, irrigation, management, fencing, or other
measures, if necessary to establish a diverse and permanent vegetative cover.

ARM S 17.24.721. Specifies that rills or gullies in reclaimed areas must be filled, graded or
otherwise stabilized and the area reseeded or replanted if the rills and gullies are disrupting the
reestablishment of the vegetative cover or causing or contributing to a violation of water
quality standards for a receiving stream.

ARM fi 17.24.723. States that operators shall conduct approved periodic measurements of
vegetation, soils, water, and wildlife during the period of liability.

ARM S 17.24.724. Specifies that revegetation success must be measured against approved
unmined reference areas or by comparison with technical standards from historic data. More
than one reference area or historic record must be established for vegetation types with
significant variation due to a number of factors. Required management for these reference
areas is set forth.

ARM 6 17.24.726. Requires standard and consistent field and laboratory methods to obtain
vegetation production, cover, diversity, density and utility data, and sets out the required
methods for measuring and documenting productivity.

ARM S 17.24.728. Sets performance standards for native species and introduced species in
revegetated areas.

ARM SS 17.24.730 and 17.24.731 Provide that the revegetated area must furnish palatable
forage in comparable quantity and quality during the same grazing period as the reference area
or as compared to a technical standard derived from historic records. If toxicity to plants or
animals on the revegetated area or the reference area is suspected due to the effects of the
disturbance, comparative chemical analyses may be required.

ARM fi 17.24.733. Provides performance standards for composition and stocking of trees,
shrubs and half-shrubs on the revegetated area and for measurement of revegetation success.

ARM 617.24.751. Measures to protect and enhance fish and wildlife habitat will be employed.

ARM S 17.24.824. If land use is to be other than grazing land or fish and wildlife habitat, areas
of land affected by mining must be restored in a timely manner to higher or better uses
achievable under criteria and procedures set forth.

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5.5	Air Requirements

Remedial activities will comply with the following requirements to ensure that existing air
quality will not be adversely affected by a Tenmile Creek Mining Area Site remedial action.

ARM S 17.8.220 (applicable). Settled particulate matter shall not exceed a 30 day average of 10
grams per square meter.

ARM S 17.8.222 (applicable). The concentration of lead in ambient air shall not exceed a 90 day
average of 1.5 micrograms per cubic meter of air.

ARM S 17.8.223 (applicable). The concentration of PM-10 in ambient air shall not exceed a 24
hour average of 150 micrograms per cubic meter of air and an annual average of 50 micrograms
per cubic meter of air.

ARM S 17.8.308 (applicable). Airborne particulate matter. There shall be no production,
handling, transportation, or storage of any material, use of any street, road, or parking lot, or
operation of a construction site or demolition project unless reasonable precautions are taken to
control emissions of airborne particles. Emissions shall not exhibit an opacity exceeding 20% or
greater averaged over 6 consecutive minutes.

ARM 817.8.304(2) (applicable). Visible Air Contaminants. Emissions into the outdoor
atmosphere shall not exhibit an opacity of 20% or greater averaged over 6 consecutive minutes.

ARM S 17.24.761 (2Ha). (e). (h). (j). and(k) (applicable). Fugitive dust control measures such as
1) watering, stabilization, or paving of roads, 2) vehicle speed restrictions, 3) stabilization of
surface areas adjoining roads, 4) restriction of travel cm other than authorized roads, 5)
enclosing, covering, watering, or otherwise treating loaded haul truck, 6) minimizing area of
disturbed land, and 7) revegetation, must be planned and implemented, if any such measure or
measures are appropriate for this remedial action.

5.6	Noxious Weeds

Noxious Weeds. MCA S 7-22-2101 (8) (a) and ARM 6 4.5.201. et sea. MCA § 7-22-2101 (8)(a)
defines "noxious weeds" as any exotic plant species established or that may be introduced in the
state which may render land unfit for agriculture, forestry, livestock, wildlife, or other
beneficial uses or that may harm native plant communities and that is designated: (I) as a
statewide noxious weed by rule of the department; or (ii) as a district noxious weed by a board,
following public notice of intent and a public hearing. Designated noxious weeds are listed in
ARM § 4.5.201 through 4.5.204 and must be managed consistent with weed management
criteria developed under MCA § 7-22-2109(2) (b).

Upper Tenmile Creek ARARs.wpd

A-30


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6.0 TO BE CONSIDERED (TBC) DOCUMENTS

A list of TBC documents is included in the Preamble to the NCP, 55 Fed. Reg. 8765 (March 8,
1990). Those documents, plus any additional similar or related documents issued since that
time, were considered by EPA and MDEQ during the conduct of the remedial investigation
(RI) / feasibility study (FS), and will be further considered during remedy selection and during
remedy implementation.

Upper Tenmile Creek ARARs.wpd

A-31


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This page intentionally left blank.

Upper Tenmile Creek ARARs.wpd

A-32


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7.0 OTHER LAWS (NON-EXCLUSIVE LIST)

CERCLA defines as ARARs only federal environmental and state environmental and siting
laws. Remedial design, implementation, and operation and maintenance must nevertheless
comply with all other applicable laws, both state and federal, if the remediation work is done
by parties other than the federal government or its contractors.

The following "other laws" are included here to provide a reminder of other legally applicable
requirements for actions being conducted at the Upper Tenmile, Creek Mining Area Site. They
are not intended to be an exhaustive list of such legal requirements, but are included because
they set out related concerns that must be addressed and, in some cases, may require some
advance planning. They are not included as ARARs because they are not "environmental or
facility siting laws." As applicable laws other than ARARs, they are not subject to ARAR
waiver provisions.

Section 121(e) of CERCLA exempts remedial or remedial actions conducted entirely on-site
from federal, state, or local permits. This exemption is not limited to environmental or facility
siting laws, but applies to other permit requirements as well.

7.1	Other Federal Laws

Occupational Safety and Health Regulations. The federal Occupational Safety and Health Act
regulations found at 29 CFR§ 1910 are applicable to worker protection during conduct of RI/FS
or remedial activities.

7.2	Other State Laws

Groundwater Act. MCA § 85-2-505, precludes the wasting of groundwater. Any well
producing waters that contaminate other waters must be plugged or capped, and wells must be
constructed and maintained so as to prevent waste, contamination, or pollution of
groundwater.

Public Water Supply Regulations. If remedial action at the site requires any reconstruction or
modification of any public water supply line or sewer line, the construction standards specified
in ARM § 17.38.101(4) must be observed.

Groundwater Act. MCA § 85-2-516 states that within 60 days after any well is completed a
well log report must be filed by the driller with the DNRC and the appropriate county clerk
and recorder.

Water Rights. MCA § 85-2-101 declares that all waters within the state are the state's property,
and may be appropriated for beneficial uses. The wise use of water resources is encouraged for
the maximum benefit to the people and with minimum degradation of natural aquatic
ecosystems.

Parts 3 and 4 of Title 85, MCA, set out requirements for obtaining water rights and
appropriating and utilizing water. All requirements of these parts are laws which must be

Upper Tenmile Creek ARARs. wpd

A-33


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complied with in any action using or affecting waters of the state. Some of the specific
requirements are set forth below.

MCA § 85-2-301 provides that a person may only appropriate water for a beneficial use.

MCA § 85-2-302 specifies that a person may not appropriate water or commence construction of
diversion, impoundment, withdrawal or distribution works therefor except by applying for and
receiving a permit from the Montana Department of Natural Resources and Conservation.
While the permit itself may not be required under federal law, appropriate notification and
submission of an application should be performed and a permit should be applied for in order
to establish a priority date in the prior appropriation system.

MCA § 85-2-306 specifies the conditions on which groundwater may be appropriated, and, at a
minimum, requires notice of completion and appropriation within 60 days of well completion.

MCA § 85-2-311 specifies the criteria which must be met in order to appropriate water and
includes requirements that:

1.	there are unappropriated waters in the source of supply;

2.	the proposed use of water is a beneficial use; and

3.	the proposed use will not interfere unreasonably with other planned uses or
developments.

MCA § 85-2-402 specifies that an appropriator may not change an appropriated right except as
provided in this section with the approval of the DNRC.

MCA § 85-2-412 provides that where a person has diverted all of the water of a stream by virtue
of prior appropriation and there is a surplus of water, over and above what is actually and
necessarily used, such surplus must be returned to the stream.

Occupational Health Act, MCA § 50-70-101, et seq. ARM § 17.74.101 addresses occupational
noise. In accordance with this section, no worker shall be exposed to noise levels in excess of
the levels specified in this regulation. This regulation is applicable only to limited categories of
workers and for most workers the similar federal standard in 29 CFR § 1910.95 applies.

ARM § 17.74.102 addresses occupational air contaminants. The purpose of this rule is to
establish maximum threshold limit values for air contaminants under which it is believed that
nearly all workers may be repeatedly exposed day after day without adverse health effects. In
accordance with this rule, no worker shall be exposed to air contaminant levels in excess of the
threshold limit values listed in the regulation.

This regulation is applicable only to limited categories of workers and for most workers the
similar federal standard in 29 CFR § 1910.1000 applies.

Montana Safety Act MCA §§ 50-71-201, 202 and 203 state that every employer must provide
and maintain a safe place of employment provide and require use of safety devices and
safeguards, and ensure that operations and processes are reasonably adequate to render the

Upper Tenmile Creek ARARs.wpd

A-34


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place of employment safe. The employer must also do every other thing reasonably necessary
to protect the life and safety of its employees. Employees are prohibited from refusing to use or
interfering with the use of safety devices.

Employee and Community Hazardous Chemical Information Act MCA §§ 50-78-201, 202,
and 204 state that each employer must post notice of employee rights, maintain at the work
place a list of chemical names of each chemical in the work place, and indicate the work area
where the chemical is stored or used. Employees must be informed of the chemicals at the
work place and trained in the proper handling of the chemicals.

Upper Tenmile Creek ARARs.wpd

A-35


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Upper Tenmile Creek ARARs.wpd

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A-36


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Appendix B

Mine Site Scoring and Capital Costs for
Selected Remedy


-------
Appendix B

Mine Site Scoring and Capital Costs for Selected Remedy
Contents

Table

Mine Site Scoring Summary	B-l

Capital Cost Tables for Selected Remedy by Subarea:

Waste Rock and Tailings Excavation with Disposal in Luttrell Repository

Upper Tenmile Creek/Monitor Creek	B-2

Banner Creek/Ruby Creek	B-3

Tenmile Creek Near Rimini	B-4

Beaver Creek	B-5

Minnehaha Creek 	B-6

Treatment at Individual Mine Adits

Upper Tenmile Creek/Monitor Creek (Biological Treatment)	B-7

Banner Creek/Ruby Creek (Biological Treatment) 	B-8

Tenmile Creek Near Rimini (Biological Treatment minus three Rimini adits) .. B-9
Tenmile Creek Near Rimini (Reverse Osmosis with Sludge Drying Beds for three

Rimini adits)	B-10

Beaver Creek	B-ll

Minnehaha Creek 	B-l 2

Bear Gulch/Walker Creek	B-13

Surface Water: Additional Water Storage in Chessman Reservoir	B-14

Residential and Recreational Yard Soil Excavation with Disposal in Luttrell
Repository

Tenmile Creek Near Rimini			B-15

Tenmile Mainstem	B-l 6

Contaminated Roadway Materials: Excavation with Disposal at Luttrell

Repository 	B-l 7


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Table B-1

Mine Site Scoring Summary

Site Name

Site
Number

Subarea

Direct
Contact
Total

Surface
Water
Total

Groundwater
Total

Total
Score

Site
Category

Armstrong

MS070

MC

14

5

0

19

A

Avon Mill

MS110

TR

1

4

0

5

A

Ballou

MS072

TR

2

1

0

3

A

Banner Creek Placer

MS330

RC

4

0

0

5

A

Banner Creek Tailings

MS023

RC

4

10

0

15

A

Beatrice

MS071

MC

0

0

0

1

A

Beatrice East

MS308

MC

0

0

0

1

A

Beatrice South

MS062

MC

63

22

1

86

A

Blue Boy

MS067

MC

0

59

0

59

A

Carlson Mine

MS118

UT

1

13

0

14

A

Chessman

MS320

BC

2

88

0

91

A

Colorado

MS306

BC

19

63

1

83

A

Copper Dyke

MS003

RC

34

22

0

56

A

Eureka

MS112

TR

7

20

0

28

A

Evergreen Reclamation

MS136

TR

25

38

0

63

A

Free Speech #1

MS046

TR

27

43

0

70

A

Gold Coin

MS006

UT

1

10

0

10

A

Gold Coin Trench

MS119

UT

1

8

0

9

A

Gold Crown

MS040

BG

11

5

0
0

15

A

Green Grove

MS332

TR

2

29

31

A

Isabelle Placer

MS333

UT

4

0

0

5

A

Jill

MS120

UT

1

9

0

9

A

Jimmy

MS008

RC

36

12

1

49

A

JJ Hill Claims

MS058

BC

0

12

0

12

A

Jolly Roger

MSG 09

RC

39

18

2

59

A

Justice

MS068

MC

3

1

0

4

A

Kelly Mill

MS073

TM

2

0

0

2

A

Lady Hennessy

MS033

UT

2

35

0

38

A

Little Lily

MS084

TR

8

1

0

10

A

Lode

MS041

BG

4

2

0

5

A

Lulu

MS012

RC

24

15

1

41

A

May Day

MS121

UT

3

50

0

53

A

May Lillie

MS014

RC

55

35

3

93

A

Monitor Creek Placer

MS126

UT

4

0

0

5

A

Notes:

Score >a750. Category E
500 > 750, Category D
250 • 500, Category C
too - 250, Category B
<=100. Category A

App B Table 6-1 .xls

Page 1 of 5


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Table B-1

Mine Site Scoring Summary

Site Name

Site
Number

Subarea

Direct
Contact
Total

Surface
Water
Total

Groundwater
Total

Total
Score

Site
Category

NE NW S16

MS015

RC

21

14

1

36

A

NE NW S23

MS122

UT

1

17

0

18

A

NE SW S34

MS061

BC

6

17

0

23

A

New Castle

MS016

RC

29

19

0

48

A

North Pacific

MS094

TR

7

1

0

8

A

NW NE S16

MS027

RC

22

14

1

37

A

NW SW S3

MS048

BC

29

19

2

50

A

Peerless Jenny

MS035

RC

1

20

0

21

A

Peerless King

MS018

RC

2

12

0

14

A

Red Mountain

MS114

TR

1

3

0

4

A

Red Water

MS115

TR

7

20

1

28

A

SE SE S13

MS132

LIT

4

0

1

5

A

Silver Cresent

MS021

RC

30

19

0

48

A

Susie

MS116

TR

1

3

0

4

A

Unknown (Beaver Creek)

MS053

BC

34

22

0

56

A

Unnamed

MS042

BG

17

78

1

95

A

Upper Tenmile Shaft

MS129

UT

1

15

0

16

A

Virginia

MS337

UT

0

0

0

0

A

1900

MS117

UT

3

161

14

178

B

Alice Lode

MS075

TR

121

22

1

143

B

Atlas

MS334

RC

0

176

0

176

B

Bear Gulch

MS043

BG

11

233

1

245

B

Black Hawk

MS002

RC

94

140

1

235

B

Cappolis

MS063

TR

134

36

1

172

B

Catherine

MS305

TR

121

76

4

201

B

Close Shave

MS079

TR

70

85

3

159

B

Dan Kim

MS004

RC

58

183

3

245

B

General

MS099

TR

100

104

3

207

B

Gold Hill

MS007

RC

39

95

2

136

B

Green Tree North

MS313

RC

37

101

1

139

B

H. Davis

MS315

TR

108

128

5

242

B

H. Grattan

MS082

TR

59

80

3

142

B

Little Sampson

MS101

TR

84

119

2

206

B

Louise Lode

MS328

BC

27

77

2

106

B

Notes:

Score >*750, Category E
500 « 750, Category O
250 - 500, Category C
100 - 250, Category B
<-100, Category A

App B Table B-i.xis

Page 2 of 5


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Table B-1

Mine Site Scoring Summary

Site Name

Site
Number

Subarea

Direct
Contact
Total

Surface
Water
Total

Groundwater
Total

Total
Score

Site
Category

Lower Tenmile Mill

MS074

TM

2

228

0

230

B

Lucky Linda

MS011

RC

55

181

3

239

B

NE SES4

MS056

BC

59

95

2

157

B

No Name

MS102

TR

14

156

0

171

B

NW NWS34

MS086

TR

91

24

5

120

B

Paupers Dream

MS128

UT

1

151

0

152

B

Perseverance

MS036

RC

4

210

0

215

B

Porphry Dike

MS 123

UT

1

169

0

170

B

Queensbury North

MS314

RC

31

127

1

159

B

Red Mountain Tunnel

MS104

BC

24

152

0

177

B

Rob Roy

MS087

TR

104

65

3

172

B

SE SE S3

MS059

BC

37

144

1

183

B

Alley Fraction

MS316

TR

73

303

2

378

C

American Flag

MS044

TR

280

139

2

420

C

Beatrice North

MS309

MC

54

223

6

283

C

Belle

MS076

TR

103

238

2

343

C

Castle Rock

MS077

TR

103

288

4

395

C

Comstock

MS339

UT

1

381

0

382

C

Coon Creek Mill

MS124

UT

1

344

0

345

C

Daniel Stanton

MS080

TR

125

258

3

385

C

Evergreen #2

MS089

TR

127

271

5

404

C

Fairview #23

MS135

TR

75

179

3

258

C

Fairview #25

MS081

TR

125

287

5

416

C

Garfield

MS00S

RC

19

289

3

311

C

Hamlet

MS100

TR

111

235

6

353

C

Horsefly Adit

MS055

BC

25

334

2

361

C

Jackson Lode

MS307

BC

40

213

0

254

C

Knight of Gwinne

MS083

TR

23

381

4

408

C

Lady Washington

MS304

TR

121

345

4

470

C

Last Resort 2

MS327

TR

154

128

6

287

C

Lexington

MS062

TR

202

232

1

435

C

Lexington East

MS301

TR

78

176

3

257

C

Little Giant

MS331

BC

104

195

4

303

C

Little Sampson East

MS329

TR

202

242

11

454

C

Notes:

Score >=750, Category E
500 - 750. Category D
250 • 500, Category C
100 - 250, Category B
<*100, Category A

App B Table

Page 3


-------
Table B-1

Mine Site Scoring Summary

Site Name

Site
Number

Subarea

Direct
Contact
Total

Surface
Water
Total

Groundwater
Total

Total
Score

Site
Category

Mary Aloys

MS013

RC

79

230

4

313

C

Monitor Creek Tailings

MS130

UT

5

418

0

424

c

NW NW S9

MS028

RC

44

386

2

432

c

Paupers Dream Camp

MS310

UT

1

264

0

266

c

Peter

MS029

RC

6

425

0

431

c

Pocahontas

MS066

MC

70

272

6

349

c

Queensbury

MS037

RC

11

340

2

354

c

Red Mountain East

MS303

TR

106

243

4

353

c

Ruby Fraction

MS019

RC

39

407

4

450

c

SESES10

MS051

BC

34

274

0

308

c

Silver Wave

MS317

TR

73

268

3

343

c

Teal Lake

MS 108

TR

289

208

3

499

c

Treasury #1

MS022

RC

62

205

4

271

c

Tunnel Lode

MS326

TR

122

201

6

329

c

W. Coyne

MS318

TR

78

305

3

387

c

WA Alley

MS031

RC

24

246

0

271

c

Wolftone

MS109

TR

181

274

1

456

c

Woodrow Wilson

MS038

RC

14

256

1

271

c

Bunker Mile

MS319

TR

142

380

4

526

D

Clontart/Carp

MS07B

TR

359

233

26

618

D

Conflict

MS111

TR

90

608

10

708

D

Former Stanton

MS323

TR

158

495

6

659

D

Green Tree

MS025

RC

0

551

0

552

D

Helena

MS026

RC

162

462

3

627

D

Monitor Creek Mill

MS125

UT

25

683

6

714

D

Pilgrim

MS057

BC

85

466

6

557

D

Silver Chief

MS322

TR

24

586

2

612

D

South Pacific

MS052

TR

229

315

1

546

D

SWSES5

MS107

TR

210

337

6

552

D

Bunker Hill

MS098

TR

477

1062

25

1564

E

Dalney

MS045

BC

136

1899

17

2052

E

Evergreen

MS324

TR

153

938

8

1100

E

Evergreen #3

MS133

TR

104

847

3

954

E

Hidden Treasure

MS321

TR

415

694

21

1130

E

Notes:

Score >=750, Category E
500 • 750. Category D
250 - 500, Category C
100 • 250. Category B
<=100, Category A

App B Table B-l.xls

Page*


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Table B-1

Mine Site Scoring Summary

Site Name

Sits
Number

Subarea

Direct
Contact
Total

Surface
Water
Total

Groundwater
Total

Total
Score

Site
Category

Johny#1

MS064

TR

180

609

5

794

E

Johny #2

MS134

TR

129

699

6

834

E

Jumbo

MS090

TR

109

978

7

1093

E

L.& H.

MS335

RC

87

982

5

1074

E

Lee Mountain

MS091

TR

88

703

8

800

E

Lucky Joe

MS065

MC

32

915

3

950

E

Micawber

MS093

TR

231

509

14

754

E

Mineral Deposit

MS032

TR

465

1478

32

1975

E '

Monte Cristo

MS034

RC

144

2199

11

2354

E

National Extension

MS060

BC

450

3250

50

3750

E

Omaha South

MS33S

RC

74

1157

12

1243

E

S.P. Bassett

MS105

TR

144

863

5

1012

E

Upper Valley Forge

MS097

TR

286

1747

32

2065

E

WA Alley 2

MS311

TR

297

517

10

824

E

Notes:

Score >=750, Category E
500 - 750, Category D
250 • 500, Category C
too - 250. Category B
<*100. Category A

AppBTebtoB-i.xls

Page 5 of 5


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Table B-2

Estimated Capital Cost for Selected Remedy
Waste Rock and Tailings
Alternative WR4: Excavation with Disposal in Luttrell Repository
Subarea: Upper Tenmile Creek/Monitor Creek



Category C Sites

Category D Sites

Category E Sites



Item

Unit

Unit Cost

Quantity

Cost

Quantity

Cost

Quantity

Cost

Source of Cost Data

Access road

if

$ 3.20

6.523

$

20,874

326

$

1,043

0

$

ECHOS 2000; 17-03-0101

Site preparation and storm water control

acre

S 13.900.00

0.71

$

9,810

1.0

$

13,854

0

i

ECHOS 2000:17-01-0105, 33-05-0802

Excavate mine waste

cy

$ 1.98

110,414

s

218,620

16.080

$

31.838

0

J

Means 2000:02315-400-0280,0020 (loading)

Transport mine waste

cy-mlle

$ 0.60

154,623

t

92,774

14,472

s

8,683

0

$

EPA Cost Estimate

Spread and compact mine waste

cy

$ 3.14

110,414

i

346,700

16.080

$

50,491

0

$

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$ 5.00

110,414

$

552,070

16,080

$

80,400

0

$

EPA Cost Estimate

Backfill and dose mine openings

each

S 5,000.00

4

s

20,000

1

$

5,000

0

$

Engineering Estimate

6' coveraoil on excavated areas

cy

i 7.90

570

s

4,499

804

$

6,354

0

$

ECHOS 2000; 17-03-0423

Organic amendment

acre

$ 300.00

0.71

$

500

1.0

$

500

0

$

Engineering Estimate

Fertilize and seed

acre

$ 1.137.00

0.71

$

802

1.0

$

1,133

0

$

Means 2000; 02920-510-4500.02920-510-7000

Mulch

acre

$ 980.00

0.56

s

549

0.80

s

784

0

$

Means 2000; 02910-500-0350

Erosion control mat

sy

$ 1.11

705

$

783

952

*

1,057

0

$

Means 2000; 02370-550-0010

Fence reclaimed areas

If

$ 2.18

781

$

1,703

913

$

1,991

0

$

ECHOS 2000; 18-04-0110

Reclaim Access roads

If

$ 3.20

6,523

$

20,874

326

$

1,043

0

$

ECHOS 2000; 17-03-0101









$

1,290,558



$

204,173



$



Mobilization/Demobilization. Bonding, and























Insurance

8%





$

103,245



$

16,334



$

Engineering Estimate

Construction Contingencies

20%





$

258,112



$

40,835



$

15% Scope, 5% Bid









%

1,651,914



$

261,342



$



Project Management

8%





s

132,153



$

20.907



i

EPA Cost Guidance

Remedial Design

15%





$

247,787



$

39,201



$

EPA Cost Guidance

Construction Management

10%





$

165,191



s

26,134



$

EPA Cost Guidance









$

545,131



$

86.243



$



Proprietary Controls for Mine Waste Areas

Is

f 400.00

4

$

1,600

1

s

400

0

$

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS







$

2,198,645



$

347,965



$



Coat Tables B-2 to B-17jttoWR4 UT


-------
Table B-3

Estimated Capital Cost for Selected Remedy
Waste Rock and Tailings
Alternative WR4: Excavation with Disposal in Luttrell Repository

Subarea: Banner Creek/Ruby Creek



Category C Sites

Category D Sites

Category E Sites



item

Unit

Unit Cost

Quantity I



Cost

Quantity

Cost

Quantity

Cost

Source of Cost Oata

Access road

If

$ 3 20

22.468

$

71,891

218

$

698

218

s

698

ECHOS 2000; 17-03-0101

Site preparation and storm water control

acre

$ 13,900.00

2.5

»

34,574

0.24

S

3,319

0.24

s

3,319

ECHOS 2000; 17-01-0105, 33-05-0802

Excavate mine waste

cy

$ 1.98

12,005

$

23,770

2.525

$

5,000

8,264

i

16.363

Means 2000; 02315-4004260,0020 (loading)

Transport mine waste

cy-mlle

$ 0.60

66,248

$

39,749

14,754

t

8.852

14.754

s

8,852

EPA Cost Estimate

Spread and compact mine waste

cy

$ 3.14

12,005

$

37,696

2.525

$

7,929

8,264

$

25,949

ECHOS 2000; 17-030422

Luttrell Repository disposal

cy

$ 5.00

12,005

s

60,025

2,525

$

12,625

8.264

$

41.320

EPA Cost Estimate

BacfcfID and close mine openings

each

$ 5,000.00

9

$

45.000

2

(

10,000

3

$

15,000

Engineering Estimate

6* coversoll on excavated areas

cy

$ 7.90

2,007

$

15,857

193

$

1,522

193

$

1.522

ECHOS 2000; 17-03-0423

Organic amendment

acre

$ 300.00

25

$

746

0.24

s

500

0.24

s

500

Engineering Estimate

Fertilize and seed

acre

S 1,137.00

2.5

s

2,828

0.24

$

500

0.24

$

500

Means 2000; 02920-5104500.02920-510-7000

Mulch

acre

$ 980,00

2.0

$

1,950

0.19

$

500

0.19

$

500

Means 2000; 02910-500-0350

Erosion control mat

sy

$ 1.11

2,407

$

2,672

236

$

500

236

i

500

Means 2000; 02370-550-0010

Fence reclaimed areas

if

$ 2.1B

1.397

$

3,045

488

$

1.064

488

$

1,064

ECHOS 2000; 18-04-0110

Reclaim Access roads

V

i 3.20

22,466

t

71,891

218

$

698

218

$

698

ECHOS 2000; 17-03-0101









$

411,693



$

53.705



s

116,784



MoblllzatiofVDeniobitization, Bonding, and

























Insurance

8%





%

32,935



s

4,296



$

9,343

Engineering Estimate

Construction Contingencies

20%





$

82.339



s

10.741



$

23,357

15% Scope. 5% Bid









$

526,967



$

68,743



J

149,484



Project Management

8%





$

42,157



$

5,499



$

11,959

EPA Cost Guidance

Remedial Design

15%





$

79.045



$

10.311



t

22,423

EPA Cost Guidance

Construction Management

10%





$

52,697



$

6,874



s

14,948

EPA Cost Guidance









s

173,899



%

22,685



J

49,330



Proprietary Controls for Mine Waste Areas

Is

$ 400.00

9

s

3,600

2

$

800

3

$

1,200

4 hours per properly @ $100/hr legal fees

TOTAL CAPITAL COSTS







*

704,467



*

92,228



$

200,013



Cost Tables 3-2 to B-17 xl»WR4 RC


-------
Table B-4

Estimated Capital Cost for Selected Remedy
Waste Rock and Tailings
Alternative WR4: On-Site Disposal in the Luttrell Repository

Subarea: Tenmile Creek Near Rimini



Category C Sites

Category D Sites

Category E Sites



Item

Unit

UnKCost

Quantity

Cost

Quantify

Cost

Quantity

Cost

Source of Cost Data

Access road

if

$ 3.20

21,841

s

69,251

4,611

$

14,755

16,664

$

53.005

ECHOS 2000; 17-03^0101

Site preparation and storm water control

acre

$ 13.000.00

2.6

$

35.775

1.3

$

18.404

11

$

154.089

ECHOS 2000; 17-01-0105, 33-05-0802

Excavate mine waste

cy

% 1.98

12,598

$

24.943

6.361

$

12,595

61,173

$

121,123

Means 2000; 02315-400-0260.0020 (loading)

Transport mine waste

cy-mile

$ 0.60

90,500

$

54,300

51.319

%

30,791

511.420

$

306.852

EPA Cost Estimate

Spread and compact mine waste

cy

$ 3.14

12.598

$

39.556

6,361

$

19,974

61,173

s

192,063

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$ 5.00

12,598

5

62.988

6,361

$

31.805

61.173

$

305.865

EPA Cost Estimate

BacfcfBI and close mine openings

each

$ 5,000.00

21

$

105.000

7

$

35,000

13

$

65.000

Engineering Estimate

6* coversoH on excavated areas

cy

$ 7.90

2,077

%

16,408

1,068

$

8,441

8,946

$

70.674

ECHOS 2000; 17-03-0423

Organic amendment

acre

$ 300 00

2.6

%

772

1.3

s

500

11

$

3,326

Engineering Estimate

Fertilize and seed

acre

$ 1.137.00

2.8

%

2.926

1.3

%

1.505

11

$

12.604

Mwis 2000; 02920-510-4500,02920-510-7000

Mulch

acre

$ 980.00

2.1

$

2.019

1.1

$

1,039

9

$

8,693

Means 2000; 02910-500-0350

Erosion control mat

sy

$ 1.11

2.487

$

2,760

1.278

$

1,418

10,723

$

11,903

Means 2000; 02370-550-0010

Fence reclaimed areas

If

$ 2.18

1.419

$

3,094

1,041

$

2,269

2.860

$

6.234

ECHOS 2000; 18-04-0110

Reclaim Access roads

If

$ 3.20

21,641

$

69,251

4.611

$

14.755

19,564

$

53.005

ECHOS 2000. 17-03-0101









$

489,044



$

193,251



$

1,364.455



MobHizatkxVDemobiftzaOon, Bonding, and .

























Insurance

8%





$

39,124



s

15,460



$

109.166

Engineering Estimate

Construction Contingencies

20%





$

97,809



s

38,650



$

272,891

15% Scope, 5% Bid









$

625.976



$

247,361



$

1.746.502



Project Management

8%





*

50,078



$

19.789



$

139.720

EPA Cost Guidance

Remedial Design

15%





$

93,896



$

37,104



$

261,975

EPA Cost Guidance

Construction Management

10%





$

62,698



$

24.736



$

174,650

EPA Cost Guidance









$

206,572'



$

81.629



$

576,346



Proprietary Controls for Mine Waste Areas

Is

$ 400.00

21

$

6,400

7

J

2.800

13

s

5,200

4 hours per property ® $100/hr tegal fees

TOTAL CAPITAL COSTS







$

840,948



$

331,791



$

2,328,048



Cost Tables B-2 to B-17 jd*WR4 TR


-------
Table B-5

Estimated Capital Cost for Selected Remedy
Waste Rock and Tailings
Alternative WR4: Excavation with Disposal in Luttrell Repository

Subarea: Beaver Creek



Category C Sites

Category D Sites

Category E Sites



Item

UnK

Unit Cost

Quantify

. Cost

Quantity

Cost

Quantity

Cost

Source of Cost Data

Access road

if

S

3.20

19.547

t

62,550

1.953

$

6.250

16,053

S

51,370

ECHOS 2000; 17-03-0101

Site preparation and storm water control

acre

$

13,900.00

0.47

t

6,477

0.22

$

3.062

22

$

30,027

ECHOS 2000; 17-01-0105. 33-05-0802

Excavate mine waste

cy

$

1.98

1,884

s

3,730

2.132

$

4,221

14,690

s

29,086

Means 2000; 023154004260,0020 (loading)

Transport mine waste

cy-mlle

$

0.60

18,170

s

9,702

15,350

$

9,210

171.566

$

102,940

EPA Cost Estimate

Spread and compact mine waste

cy

$

3.14

1,884

t

5,916

2,132

$

6.694

14,680

$

46,127

ECHOS 2000; 17-03-0422

LuttreD Repository disposal

cy

$

5.00

1,884

$

9,420

2,132

$

10.660

14,690

$

73,450

EPA Cost Estimate

Backfill and close mine openings

each

$

5,000.00

4

s

20,000

1

$

5.000

2

$

10,000

Engineering Estimate

S* coversoll on excavated areas

cy

*

7.90

376

$

2,971

178

$

1.405

1,743

$

13,772

ECHOS 2000; 17-03-0423

Organic amendment

acre

t

300.00

0.47

%

500

0.22

$

500

2.2

s

648

Engineering Estimate

Fertiize and seed

acre

$

1,137.00

0.47

t

530

0.22

s

500

22

$

2,456

Means 2000; 02920-5104500,02920-510-7000

Mulch

acre

$

980 00

0.37

t

500

0.18

$

500

1.7

$

1.695

Means 2000; 02910-500-0350

Erosion control mat

sy

$

1.11

464

i

516

195

$

500

2.082

$

2.311

Means 2000; 02370-550-0010

Fence reclaimed areas

If

$

2.18

650

t

1,417

472

$

1,029

1,307

$

2,849

ECHOS 2000; 18-04-0110

Reclaim Access roads

If

S

3.20

19,547

$

62,550

1.953

$

6,250

16,053

$

51.370

ECHOS 2000; 17-03-0101











$

186,778



$

55,781



$

418,101



Mobilization/Demobilization, Bonding, and



























Insurance

8%







$

14,942



S

4,462



$

33.448

Engineering Estimate

Construction Contingencies

20%







$

37,356



$

11,156



$

B3.620

15% Scope, 5% Bid











$

239,076



$

71,400



$

535.169



Project Management

8%







$

19,126



s

5.712



$

42,814

EPA Cost Guidance

Remedial Design

15%







*

35,861



$

10,710



$

80,275

EPA Cost Guidance

Construction Management

10%







$

23,908



$

7.140



$

53,517

EPA Cost Guidance











$

78,895



$

23,562



$

176.606



Proprietary Controls for Mine Waste Areas

Is

$

400.00

4

$

1.600

1

$

400

2

$

800

A hours per property @ J10CWir legal fees

TOTAL CAPITAL COSTS









$

319,571



$

95,361



$

712,575



Cost Tables B-2 to B-17.*bWR4 BC


-------
Table B-6

Estimated Capital Cost for Selected Remedy
Waste Rock and Tailings
Alternative WR4: Excavation with Disposal in Luttrell Repository

Subarea: Minnehaha Creek



Category C Sites

Category D Sites

Category E Sites



Item

Unit

Unit Cost

Quantity

Cost

Quantity

'Cost'.'

Quantity

Cost

Source of Cost Data

Access road

if

$ 3.20

2,688

$

8,602

0

$

750

s

2,400

ECHOS 2000; 17-03-0101

Site preparation and storm water control

acre

$ 13,900.00

0.32

J

4,439

0

$

0.23

$

3,171

ECHOS 2000; 17-01-0105, 33-05-0802

Excavate mine waste

cy

S 1.98

872

J

1,727

0

$

1.324

%

2,622

Means 2000; 02315-400-0260,0020 (loading]

Transport mine waste

cy-mlle

J 0.60

9,072

$

5,443

0

$

12,313

$

7,388

EPA Cost Estimate

Spread and compact mine waste

cy

J 3.14

872

$

2,738

0

$

1,324

$

4,157

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$ 5 00

872

$

4,360

0

$

1,324

$

6,620

EPA Cost Estimate

Backfill and dose mine openings

each

S 5.000.00

2

$

10,000

0

$

1

$

5,000

Engineering Estimate

6" coversoil on excavated areas

cy

$ 7.90

258

$

2,036

0

$

184

$

1,454

ECHOS 2000; 17-03-0423

Organic amendment

acre

$ 300.00

0.32

S

500

0

$

0.23

J

500

Engineering Estimate

Fertilize and seed

acre

$ 1,137.00

0.32

$

500

0

$

0.23

t

500

Means 2000; 02920-5104500,02920-510-7000

Mulch

acre

i 980.00

0.26

$

500

0

$

0.18

$

500

Means 2000; 02910-500-0350

Erosion control mat

sy

$ 1.11

287

$

500

0

$

233

$

500

Means 2000; 02370-550-0010

Fence reclaimed areas

If

S 2.18

552

$

1,203

0

$

479

$

1,044

ECHOS 2000; 18-04-0110

Reclaim Access roads

If

$ 3.20

2,688

$

8,602

0

$

750

$

2,400

ECHOS 2000; 17-03-0101









$

51,149



$



$

38,255



Mobilization/Demobilization, Bonding, and























Insurance

8%





$

4,092



$



$

3,060

Engineering Estimate

Construction Contingencies

20%





$

10,230



$



$

7.651

15% Scope. 5% Bid









$

65,471



$



$

48.967



Project Management

8%





$

5.238



s



$

3.917

EPA Cost Guidance

Remedial Design

15%





«

9,821



s



$

7,345

EPA Cost Guidance

Construction Management

10%





$

6,547



$



J

4,897

EPA Cost Guidance









$

21,605



%



$

16,159



Proprietary Controls for Mine Waste Areas

Is

$ 400.00

2

$

800

. 0

s

1

$

400

4 hours per property @ S100/hr legal fees

TOTAL CAPITAL COSTS







$

87,877



$



%

65,526



Cost Tables B-2 to 8-17 «sWR4 mc


-------
Table B-7

Estimated Capital Cost for Selected Remedy

Acid Mine Drainage

Alternative AD4B: Biologicial Treatment at Individual Mine Adits
Subarea: Upper Tenmiie Creek/Monitor Creek

Item |

Unit

Unit Cost | Quantity |



Com

[Source of Cost Data

Access road to treatment site

if

$

3.20

5,439

%

17,405

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

0.03

$

500

ECHOS 2000; 17-01-0105;

Wetlands Facility earthwork

ac

$

10,000.00

0.03.

$

500

Engineering Estimate

Substrate

ac

$

48,400.00

0.01

$

676

Engineering Estimate

Discharge plpline

If

$

7.41

200

$

1,432

ECHOS 2000; 1&-02-0126;

Grass Ditching

If

$

15.61

800

$

12,488

ECHOS 2000; 33-0S0802;

Rough Grading

Is

S

5,000.00

2

$

10,000

Engineering Estimate

Fertilize and seed

acre

$

1,137.00

2

$

2,274

Means 2000; 02920-510-4500,02920-510-7000

Mulch

acre

$

980.00

2

$

1,960

Means 2000; 02910-500-0350

Site fencing

If

$

20.35

179

$

3,636

ECHOS 2000; 18-04-0107;









SUBTOTAL

$

50,920



Mobilization/Demobilization. Bonding, and















Insurance

8%







$

4,074

Engineering Estimate

Construction Contingencies

30%







$

15,276

20% Scope, 10% Bid









SUBTOTAL

$

70,270



Project Management

10%







s

7,027

EPA Cost Guidance

Additional AMD Source Control

Is







$

500,000

Engineering estimate

Remedial Design

20%







$

14,054

EPA Cost Guidance

Construction Management

15%







$

10,541

EPA Cost Guidance









SUBTOTAL

$

531,622



Proprietary Controls for Mine Waste Areas

Is

$

400.00

2

$

800

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS









$

602,692



Cost Tables 6-2 to B-17.xJsA04B ITT


-------
Table B-8

Estimated Capital Cost for Selected Remedy
Acid Mine Drainage

Alternative AD4B: Biologicial Treatment at Individual Mine Adits

Subarea: Banner Creek/Ruby Creek

Item 1

Unit !

Unit Cost

Quantity I



Cost

ISource of Cost Data

Access road to treatment site

if

$

3.20

22,733

$

72,746

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

0.23

$

500

ECHOS 2000; 17-01-0105;

Wetlands Facility earthwork

ac

s

10,000.00

0.23

$

2,293

Engineering Estimate

Substrate

ac

s

48,400.00

0.13

$

6,186

Engineering Estimate

Discharge pipline

If

$

7.41

200

*

1,482

ECHOS 2000; 19-02-0126;

Grass Ditching

If

$

15.61

4,800

$

74,928

ECHOS 2000; 33-05-0802;

Rough Grading

Is

$

5,000.00

12

$

60,000

Engineering Estimate

Fertilize and seed

acre

$

1,137.00

12

$

13,644

Means 2000; 02920-5104500,02920-510-7000

Mulch

acre

$

980.00

12

$

11,760

Means 2000; 02S10-500-0350

Site fencing

If

$

20.35

378

$

7,692

ECHOS 2000; 18-04-0107;









SUBTOTAL

$

251,211



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

20,097

Engineering Estimate

Construction Contingencies

30%







$

75,363

20% Scope. 10% Bid









SUBTOTAL

$

346,671



Project Management

8%







$

27,734

EPA Cost Guidance

Additional AMD Source Control

Is







$

2,000,000

Engineering estimate

Remedial Design

15%







$

52,001

EPA Cost Guidance

Construction Management

10%







$

34,667

EPA Cost Guidance









SUBTOTAL

$

2.114,402



Proprietary Controls for Mine Waste Areas

Is

$

400.00

12

$

4,800

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS









$

2,465,873



Cost Tablet B-2 to B-l7.>dsAD48 RC


-------
Table B-9

Estimated Capital Cost for Selected Remedy
Acid Mine Drainage

Alternative 4B: Biologlcial Treatment at Adit (All except 3 Rimini adits)

Subarea: Tenmiie Creek Near Rimini

Item |

UfHt

Unit Cost

| Quantity |



Cost

|Source of Cost Data

Access road to treatment site

If

%

3.20

14,070

$

45,024

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

2.1

$

1.793

ECHOS 2000; 17-01-0105;

Wetlands facility earthwork

ac

$

10.000.00

21

$

21,420

Engineering Estimate

Substrate

ac

$

48.400.00

1.2

$

57,596

Engineering Estimate

Discharge plpline

If

$

7.41

200

$

1,482

ECHOS 2000; 19-02-0126;

Grass Ditching

If

$

15.61

6,000





ECHOS 2000; 33-05-0802;

Rough Grading

Is

$

5,000.00

15





Engineering Estimate

Fertilize and seed

acre

$

1,137.00

15





Means 2000; 02920-5KM500.02920-510-7000

Mulch

acre

$

980.00

15





Means 2000; 02910-500-0350

Site fencing

If

$

20.35

991

$

20,161

ECHOS 2000; 18-04-0107;









SUBTOTAL

s

147,476



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

11,798

Engineering Estimate

Construction Contingencies

30%







$

44,243

20% Scope, 10% Bid









SUBTOTAL

$

203,516



Project Management

6%







$

12,211

EPA Cost Guidance

Additional AMD Source Control

Is











Engineering estimate

Remedial Design

12%







s

24,422

EPA Cost Guidance

Construction Management

8%







$

16.281

EPA Cost Guidance









SUBTOTAL

$

52,914



Proprietary Controls for Mine Waste Areas

is

$

400.00

15

$

6,000

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS









$

262,431



Cost Tabtes B-2 to B-17.XUAD4B TR


-------
Table B-10

Cost Estimate for Acid Mine Drainage
Alternative AD5B: Physical-Chemical Treatment
(3 Rimini Adits Only - Reverse Osmosis with Sludge Drying Beds)

Subarea: Tenmile Creek Near Rimini

Item I

Unit

Unit Cost

I Quantity I



Cost

{Source of Cost Data

Access road to treatment site

If

s

320

500

$

1,600

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

5

$

4,185

ECHOS 2000; 17-01-0105;

AMD collection piping

If

t

7.41

6,000

$

44,460

ECHOS 2000; 19-02-0126;

Lime Softening

gpm

$

1,428.57

35

$

50,000

Vendor Estimate

RO facility

gpm

$

3,000.00

35

$

105,000

Vendor Estimate

Treatment Component Installation

Is

s

23,249.99

1

$

23.250

Engineering estimate (15% of component cost)

Sludge Drying Beds

sy

$

10.00

19,355

$

193,550

Engineering estimate

Treatment Building

sf

s

25.00

3,000

$

75,000

ECHOS 2000; 18-02-032, Means 13128-700-2100

Electrical supply

Is

s

20,000.00

1

$

20.000

Engineering estimate

Discharge pipline

If

$

741

3,000

S

22,230

ECHOS 2000; 19-02-0126;

Grass Ditching

If

$

15.61

6,000

$

93,660

ECHOS 2000; 33-05-0802;

Rough Grading

Is

s

5,000.00

15

$

75,000

Engineering Estimate

Fertilize and seed

acre

s

1,137.00

15

$

17,055

Means 2000; 02920-510-4500,02920-510-7000

Mulch

acre

$

980.00

15

$

14,700

Means 2000; 02910-500-0350

Site fencing

If

$

20.35

500

$

10,175

ECHOS 2000; 18-04-0107;









SUBTOTAL

$

749,865



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

59.989

Engineering Estimate

Construction Contingencies

30%







$

224.959

20% Scope. 10% Bid









SUBTOTAL

$

1,034,813



Project Management

6%







$

62,089

EPA Cost Guidance

Additional AMD Source Control

Is







$

2,000,000

Engineering estimate

Remedial Design

12%







$

124,178

EPA Cost Guidance

Construction Management

8%







$

82,785

EPA Cost Guidance









SUBTOTAL

$

2,269,051



Proprietary Controls for Mine Waste Areas

Is

$

400 00

3

$

1,200

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS









$

3,305,065



Cost Tables 8-2 to B-17.xteAD5B TR


-------
Table B-11

Estimated Capital Cost for Selected Remedy

Acid Mine Drainage

Alternative AD4B: Biologicial Treatment at Individual Mine Adits

Subarea: Beaver Creek

Item |

Unit

Unit Cost | Quantity



Cost

|S6urca of Cost Data

Access road to treatment site

If

$

3.20

14,618

S

46,778

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

0.23

$

500

ECHOS 2000; 17-01-0105;

Wetlands facility earthwork

ac

$

10,000.00

0.23

s

2,293

Engineering Estimate

Substrate

ac

$

48,400.00

0.13

$

8,166

Engineering Estimate

Discharge plpilne

If

$

7.41

200

$

1,482

ECHOS 2000; 19-02-0128;

Grass Ditching

If

$

1561

800

$

12,488

ECHOS 2000; 33-05-0802;

Rough Grading

Is

t

5.000.00

2

s

10,000

Engineering Estimate

Fertilize and seed

acre

$

1,137 00

2

$

2,274


-------
Table B-12

Estimated Capital Cost for Selected Remedy

Acid Mine Drainage

Alternative AD4B: Biologicial Treatment at Individual Mine Adits

Subarea: Minnehaha Creek

Item |

Unit |

Unit Cost

Quantity |



Cost

[Source of Cost Data

Access roads

If

$

3.20

1,842

$

5,894

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

0.02

$

500

ECHOS 2000; 17-01-0105;

Wetlands facility earthwork

ac

t

10,000.00

0.02

$

€00

Engineering Estimate

Substrate

ac

$

48,400.00

0.009

$

500

Engineering Estimate

Discharge pipiine

If

$

7.41

200

$

1,482

ECHOS 2000; 19-02-0126;

Grass Ditching

If

S

15.61

2,000

$

31,220

ECHOS 2000; 33-05-0802;

Rough Grading

Is

$

5,000.00

5

$

25,000

Engineering Estimate

Fertilize and seed

acre

$

1,137.00

5

$

5,685

Means 2000; 02920-5104500,02920-510-7000

Mulch

acre

$

980.00

5

$

4,900

Means 2000; 02910-500-0350

Site fencing

If

$

20.35

159

$

3,227

ECHOS 2000; 18-04-0107;









SUBTOTAL

$

78,908



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

6,313

Engineering Estimate

Construction Contingencies

30%







$

23,672

20% Scope, 10% Bid









SUBTOTAL

$

108,893



Project Management

10%







$

10,869

EPA Cost Guidance

Additional AMD Source Control

Is







$

500,000

Engineering estimate

Remedial Design

20%







$

21,779

EPA Cost Guidance

Construction Management

15%







$

16,334

EPA Cost Guidance









SUBTOTAL

$

549,002



Proprietary Controls for Mine Waste Areas

Is

$

400.00

5

$

2,000

4 hours per property @ $100/hr legal fees

TOTAL CAPITAL COSTS









$

659,895



Cost Tables B-2 to B-17.xl$AD4B MC


-------
Table B-13

Estimated Capital Cost for Selected Remedy

Acid Mine Drainage

Alternative A04B: Biologicial Treatment at Individual Mine Adits

Subarea: Bear Gulch/Walker Creek

Item |

Unit

Unit Cost

I Quantity |



Cost

I Source of Cost Data

Access road to treatment site

If

$

3.20

4.446

$

14.227

ECHOS 2000; 17-03-0101;

Clear and grub treatment site

acre

$

836.95

0.004

$

500

ECHOS 2000; 17-01-0105;

Wetlands facility earthwork

ac

$

10.000.00

0.004

$

500

Engineering Estimate

Substrate

ac

$

48,400.00

0.002

$

500

Engineering Estimate

Discharge pipiine

If

$

7.41

200

$

1,482

ECHOS 2000; 19-02-0126;

Grass Ditching

If

$

15.81

400

$

8,244

ECHOS 2000; 33-05-0802;

Rough Grading

Is

$

5,000.00

1

$

5,000

Engineering Estimate

Fertilize and seed

acre

$

1,137.00

1.0

$

1,137

Means 2000; 029&51
-------
Table B-14

Estimated Capital Cost for Selected Remedy

Surface Water

Alternative SW3C: Additional Water Storage (Chessman Reservoir)

Subarea: Beaver Creek

Item I

Unit

Unit Cost

I Quantity j



Cost

I Source of Cost Data

Land

acre

s

2,000.00

16

$

32,000

Engineering Estimate

Clearing and grubbing

acre

$

5,370.00

16

s

85,920

Means 2000; 02230-200-0200 & 0250

Raise/modify shoreline berms

cy

$

7.90

3,400

$

26.B60

ECHOS 2000; 17-03-0423

Main Dam - raise 6 feet















Raise Cutoff Wall

cy

$

350.00

94

$

32.900

Engineering Estimate

Modify inlet/access/control structures

Is

s

50.000.00

1

s

50,000

Engineering Estimate

Imprevious Fill

cy



25.98

13,000

$

337,740

ECHOS 2000; 17-03-0428 (30 mile haul)

Salvage/supplement riprap

cy



20.00

2000

$

40,000

Engineering Estimate

Saddle Dam - raise 6 feet















Raise Core Wall

cy



350.00

40

$

14,000

Engineering Estimate

impervious and Unclassified Fill

cy



25.98

2,000

$

51,980

ECHOS 2000; 17-03-0428 (30 mile haul)

Salvage/supplement riprap

cy



20.00

1,000

$

20,000

Engineering Estimate

Filter Fabric

sy



1.04

4,500

$

4,880

ECHOS 2000; 33 08 0532

Replace flume with pipeline

If



73.96

25350

$

1,874,886

City of Helena Estimate

Erosion control mat

sy



1.11

5,000

$

5,550

Means 2000; 02370-550-0010

Fencing

If



2.18

250

$

545

ECHOS 2000; 184)4-0110









SUBTOTAL

$

2,577.041



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

200,163

Engineering Estimate

Construction Contingencies

30%







$

773,112

20% Scope, 10% Bid









SUBTOTAL

$

3,556,317



Project Management

5%







$

177,816

EPA Cost Guidance

Remedial Design

8%







$

284,505

EPA Cost Guidance

Construction Management

6%







$

213,379

EPA Cost Guidance









SUBTOTAL

$

675,700



TOTAL CAPITAL COSTS









$

4,232,017



Cost Tables B-2 to B*17.xtsSW3C Chessman


-------
Table B-15

Estimated Capital Cost for Selected Remedy
Residential and Recreational Yard Soil
Alternative RY3B: Excavation with Disposal in Luttrell Repository

Subarea: Tenmile Creek Near Rimini

Item

Unit |

UnftCost

; Quantify |



Cost

Source of Cost Data

Site preparation and storm water control

acre

$ 13,900.00

7.03

$

97,874

ECHOS 2000; 17-01-0105, 33-05-0802

Excavate yard soil (ave depth = 4 feet)

cy

% 1.98

45,347

$

89,787

Means 2000; 02315-400-0260,0020 (loading)

Transport waste

cy-mile

$ 0.60

421,727

$

253,036

EPA Cost Estimate

Spread and compact waste

cy

$ 3.14

. 45,347

$

142,389

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$ 5.00

45.347

$

226,735

EPA Cost Estimate

Utility Relocation

ea

$ 500.00

23

$

11,500

Engineering Estimate

Unclassified fill

cy

$ 5.00

34.010

$

170.051

Engineering Estimate

Place 12" coversoil

cy

S 12.00

11,337

$

136,041

Engineering Estimate

Install Sod

sf

$ 0.25

306,092

$

77.747

Means 2000; 02920-600-0010







SUBTOTAL

$

1,204,961



Mobilization/Demobilization, Bonding, and













Insurance

8%





$

96,397

Engineering Estimate

Construction Contingencies

15%





$

180,744

10% Scope. 5% Bid







SUBTOTAL

$

1,462,102



Project Management

6%





$

88.926

EPA Cost Guidance

Remedial Design

12%





$

177,852

EPA Cost Guidance

Construction Management

e%





$

118,568

EPA Cost Guidance







SUBTOTAL

$

385,346



TOTAL CAPITAL COSTS







$

1,867,448



Cost Tables B-2 to B-17j(I»RY36 TR


-------
Table B-16

Estimated Capital Cost for Selected Remedy
Residential and Recreational Yard Soli
Alternative RY3B: Excavation with Disposal in Luttrell Repository

Subarea: Tenmlle Creek Mainstem

Item

I Unit |

Unit Cost I Quantity I



Cost

(Source of Cost Data

Site preparation and storm water control

acre

% 13.900.00

1.1

$

15,207

ECHOS 2000; 17-01-0105,33-05-0802

Excavate yard soD to 30 Inch depth

cy

$ 1.98

4.413

$

8,738

Means 2000; 02315-400-0260,0020 (loading)

Transport waste

cy-mfle

$ 0.60

69,725

$

41,835

EPA Cost Estimate

Spread and compact waste

cy

S 3.14

4.413

»

13,857

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$ 5.00

4,413

$

22,065

EPA Cost Estimate

Utility Relocation

•a

$ 500.00

4

$

2,000

Engineering Estimate

Unclassified fill

cy

$ 5.00

2,648

$

13,240

Engineering Estimate

Place 12" coversoil

cy

$ 12.00

1,765

$

21,180

Engineering Estimate

Install Sod

sf

$ 0.25

47,656

$

12,105

Means 2000; 02920-600-0010







SUBTOTAL

$

150,227



Mobil iiation/Demobtization, Bonding, and













Insurance

6%





$

12,018

Engineering Estimate

Construction Contingencies

20%





$

30,045

15% Scope. 5% Bid







SUBTOTAL

S

192,290



Project Management

8%





$

15.383

EPA Cost Guidance

Remedial Design

15%





$

28,844

EPA Cost Guidance

Construction Management

10%





$

19.229

EPA Cost Guidance







SUBTOTAL

$

63.456



TOTAL CAPITAL COSTS







%

255,746



Cost Tablas B-2 o B-17.XHRY3B TM


-------
Table B-17

Estimated Capital Cost for Selected Remedy
Contaminated Roadway Materials
Alternative RD3B: Excavation with Disposal at Luttrell Repository (5,000 Feet)

Subarea: Tenmile Creek Near Rimini

Item |

Unit

Unit Cost

| Quantity



Cost

[Source of Cost Data

Sits preparation and storm water control

acre

$

13,900.00

4

$

54,247

ECHOS 2000; 17-01-0105, 33-05-0802

Excavate roadway

cy

$

1.98

23,328

$

48.189

Means 2000; 02315-400-0280,0020 (loading]

Transport waste

cy-mile

$

0.80

218,948

$

130,169

EPA Cost Estimate

Spread and compact waste

cy

$

3.14

23,328

t

73,249

ECHOS 2000; 17-03-0422

Luttrell Repository disposal

cy

$

5.00

23,328

s

118,639

EPA Cost Estimate

Utility Relocation

Is

$

5,000.00

1

$

5,000

Engineering Estimate

Replace 24 Inch city water line

If

$

81.00

800

s

64,800

Means 2000; 02510-810-3010

Unclassified fill

cy

$

5.00

17,031

$

85,157

Engineering Estimate

Placa 12" base course

cy

$

10.00

6.296

$

62,963

Engineering Estimate

Place 6" top course

cy

$

15.00

3,148

$

47,222

Engineering Estimate









SUBTOTAL

$

685,836



Mobilization/Demobilization, Bonding, and















Insurance

8%







$

54,851

Engineering Estimate

Construction Contingencies

15%







$

102,845

10% Scope. 5% Bid









SUBTOTAL

$

843,332



Project Management

8%







$

67,467

EPA Cost Guidance

Remedial Design

15%







$

126,500

EPA Cost Guidance

Construction Management

10%







$

84,333

EPA Cost Guidance









SUBTOTAL

$

278,300



TOTAL CAPITAL COSTS









»

1,121,831



Cost Tables B-2 to B-17 xlsRD3B(S000) TR


-------
Appendix C

Page

Proposed Plan Comments and Responses	C-l

Draft Proposed Plan Comments and Responses	C-52

Public Hearing Comments and Responses 	C-104


-------
Proposed Plan Comments and Responses


-------
Comment Letter on Proposed Plan from John Arrigo - November 20,
2001

November 20, 2001
Mike Bishop

U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

RE: Upper Tenmile Proposed Plan
Dear Mr. Bishop:

Overall I believe EPA has done an excellent job evaluating the
extent of contamination and has been creative and thoughtful in
its design of remediation proposals. However I do have some
specific comments and concerns. My comments on the proposed
remediation plan for the Upper Tenmile Creek Mining Area Site
are as follows

1. On several occasions in the recent past, storm water runoff
from the Chessman Road has flowed into Beaver Creek and
ultimately resulted in the discharge of extremely turbid
water into Tenmile Creek. This periodic, historic discharge
contributes suspended and dissolved solids and other
pollutants to Tenmile Creek that may have caused or will
cause impacts. The enclosed copies of color photos were
taken on July 30,1998 while I was driving up the drainage
during one of these runoff events. The upper right picture
shows a clear Tenmile Creek before I encountered the slug of
turbid runoff. The picture on the middle right show s Tenmile
Creek after the turbid slug had mixed with the stream flow.
The other photos on the left show evidence of runoff from the

Upper Tenmile Creek ROD

Response

1. EPA notes that the runoff from Chessman Road can be a
source of sediment loading to Beaver Creek and to Tenmile
Creek. EPA did not sample Chessman Road during the RI
because there has been no indication that parts of the road
might be constructed of mine wastes. In Rimini, sampling of
the roadway was conducted because there was a record that
mine wastes from the Susie mine were used to rebuild the
road after the 1981 flood. The Rimini road sampling
confirmed the presence of mine wastes. In the case of the
Chessman Road, the sediment load into the creek would be
expected to be similar in chemical composition to that form
storm erosion from any unimproved road within the
watershed. The increase is suspended solids being

C-1


-------
Comment Letter on Proposed Plan from John Arrigo - November 20,
2001

Chessman Road. Has EPA considered the Chessman Road as
a source area for metals addition to the Tenmile Creek
drainage system? Has EPA collected soil samples from the
Chessman Road to verify the presence or absence of metals?
Would EPA work with the Forest Service to improve
drainage on this road? If you would like to view other
photos, please contact me.

2. The proposed plan recommend s institutional controls to
prevent the installation of new wells. To what degree will
EPA better define the nature and extent of ground water
contamination and tailor the boundaries of the ground water
control area to the contaminated zones? Ground water in the
vicinity of my well at 3604 Rimini Road is below levels of
concern. However, with the institution of a control area that
covers the general Rimini area, I may not be able to drill a
new well to access the existing "clean" ground water beneath
my property.

Upper Tenmile Creek ROD

Response

transported into Beaver Creek are of concern to aquatic life,
but suspended sediments resulting from non-mining sources
cannot be addressed under Superfund. Remedial actions by
EPA taken to address mining-related contamination will
involve road improvements for specific mine sites. In
accordance with reclamation ARARs, EPA will implement
best management practices to control stormwater runoff and
erosion during remedial action. For those actions that
involve use of the Chessman Road, such as the Upper Valley
Forge removal by USFS, appropriate drainage and erosion
control will be implemented for those portions of the road
affected.

DEQ is beginning to develop a total maximum daily load
(TMDL) allocation plan for the upper Tenmile Creek
watershed, which will address sediment loads in the
watershed streams. EPA has developed a water quality
model for Tenmile Creek that will be available for use during
TMDL analysis

2. The RI relied on water quality data from existing wells to
characterize the nature and extent of the groundwater
contamination in Rimini and at other locations of the site.
New monitoring wells were not drilled. Although the depth
and spacing of the existing wells was not adequate to
definitively model the exact extent and possible movement of
the groundwater contamination in and near Rimini, EPA
believes that the prevalence of groundwater contamination in
Rimini and the need for a controlled groundwater area were
well established by the existing data. There were wells

C-2


-------
Comment Letter on Proposed Plan from John Arrigo - November 20,
2001

Upper Tenmile Creek ROD

Response

located in all directions from the referenced well that
exhibited various levels of contaminated groundwater, so the
extent of the "clean" zone around that well is uncertain.

Without expending considerable time and expense to define
the Rimini groundwater situation more precisely, EPA has
chosen to use a three-step process for addressing
contaminated groundwater currently used by Rimini
residents. The first step, temporarily providing bottled water
or individual treatment systems to residents with
groundwater contamination above maximum contaminant
levels (MCLs) is already in place. The second and third steps
are contained in the selected remedy. A community water
system, using a clean groundwater source, will be
constructed by EPA and turned over to the community of
Rimini for operation. The community water system would
replace the need for individual wells within the immediate
Rimini vicinity, to be used for drinking water. The third step
will be the creation of a controlled groundwater area to
ensure that contaminated groundwater is not used for
drinking water purposes.

It is important to note that there is wide latitude in
establishing well restrictions under a controlled groundwater
area (CGWA). A CWGA does not necessarily mean that a
"well ban" will be put in place; it may simply require that
newly installed wells be sampled and the water be treated or
not consumed for drinking water purposes if found to be
contaminated. Additional sampling and/or monitoring well
installation may be necessary to establish the CWGA. From

C-3


-------
Comment Letter on Proposed Plan from John Arrigo
2001

- November 20,

3. How many of the new haul roads will be reclaimed and to
what condition? I am concerned about the number, size and
length of any new roads that must be installed to remove
mine waste from the proposed 70 Category C, D and E sites.
Does the risk posed by these waste sites justify the
construction of a road to each site for removal?

4.. I and other residents are concerned about the lack of
specificity given for the proposed public water supply
system operation and maintenance costs. I recognize that it
is early in the process to formally evaluate and quantify these
costs. The normal process a water district would follow to
design, fund, construct and operate a public water supply
system would include an initial needs analysis and a facility
planning process that evaluates several options and
quantifies anticipated construction, operation and

Upper Tenmile Creek ROD

Response

EPA's perspective, the importance of the CGWA is to prevent
uncontrolled drilling of wells in contaminated aquifer zones.

3.	The mine site scoring and ranking procedure took into
account the level of access to the sites. Low priority sites
were often scored as low priority because there was no
current access and therefore reduced potential for exposure
to site contaminants. However, most of the high priority
mine sites (category C, D, and E) are relatively close to
substantial roads and have some level of current access road
directly to the sites. It will generally be necessary to
upgrade the existing roads to allow construction equipment
to access the mine sites. EPA will work with each property
owner affected by the road to define the road dimensions
and specifications. EPA's preferred approach will be to
reclaim the new roads, after site remediation, to the general
condition of the road prior to cleanup. Additional discussion
of access roads is provided in the response to the comment
letter from the Montana Department of Fish Wildlife and
Parks.

4.	Consistent with Superfund guidance, the FS and proposed
plan evaluated and summarized several alternatives for
developing a community water system for Rimini, including
a feasibility-level evaluation of system construction and
operation and maintenance (O&M) costs. Details for the cost
estimates for the different alternatives were presented in the
FS, and have since been refined in the addendum to the draft
RI and draft FS reports. The purpose of the feasibility-level
evaluation is to compare a reasonable range of possible

C-4


-------
Comment Letter on Proposed Plan from John Arrigo - November 20,
2001

maintenance costs. EPA should contact each resident
individually and attempt to quantify who wants to be
connected to the new supply, who might want to be
connected and who does not want to be connected. This
would be better than just stating EPA will construct a system
to serve up to 50 connections. It may be that less than 20
homes will realistically be connected. In this case, would it
be wise to size a system to serve 50 connections? Although I
know EPA contractors will design a system that meets
existing standards, I am not confident that multiple options
and associated costs will be analyzed and presented to the
residents for consideration. The residents will likely be
unwilling to form a county water district if they are not
confident in the anticipated costs of operating and
maintaining the system. Can EPA provide funding to task a
contractor to better quantify the required size and anticipated
operation and maintenance costs? Another method to
facilitate the formation of a county water district would be
for EPA to fund a contractor to assist the residents in
formation of a district.

Thank you for the opportunity to comment on the plan. Your
personal involvement and dedication through this tedious
process is appreciated. If you would like to discuss any of my
comments further, please feel free to contact me.

Sincerely,

John Arrigo
3604 Rimini Road
Helena, MT 59601

Upper Tenmite Creek ROD

Response

alternatives. The analysis assumed a reasonable number of
connections, given EPA's knowledge of the community, so
that the alternatives could be equitably compared. Capital
and O&M costs were estimated using sound engineering
costing principles and professional judgment.

Detailed cost estimates will be prepared during remedial
design. EPA will work with Rimini residents who are
proceeding with plans to form a rural water and sewer
district to ensure that the designed system is appropriate for.
the community's need and that the community can afford to
operate and maintain the system.


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Comment E-mail on Proposed Plan from Craig French, Montana
Department of Environmental Quality - November20, 2001

Upper Tenmile Proposed Plan Comments
From DEQ
November 20, 2001

A. Table 2, page 16, Implementability, Alternative 4:

Talks about "locating four acres of sludge drying beds near
Rimini..." and since there is nota discussion of sludge beds
in Alternative 4, this looks like an artifact from earlier
discussions involving treatment.

Since operating biological/wetland treatment facilities is a
challenging undertaking, the DEQ would like to be involved
in all design activities. Perhaps a thorough design with

B.

Q:\Tenmile\Record of DerisionNFinel ROD (for real) June 20G2\Append C • Respons Summ\C-l\Final RODC-I.wpd

Response

A.	Alternative 4 addresses acid mine drainage with a four-phase
program to first implement source controls and flow
reduction actions at discharging adits and then implement
water treatment actions if EPA determines, in consultation
with DEQ, that treatment is necessary to meet state ambient
water quality standards. In order to develop appropriate
cost estimates for the proposed plan, based on its current
knowledge of the contaminant loading for the three key adit
discharges in the Rimini area (Red Water, Susie, and Lee
Mountain), EPA assumed that physical/chemical treatment
would be the Rimini adit discharges. The treatment would
probably involve lime precipitation and activated alumina or
reverse osmosis, which would create a sludge byproduct that
would have to be d ried and disposed of in the Luttrell
repository. The least expensive method of handling the
treatment sludge is dewatering in sludge drying beds.
Approximately 4 acres would be necessary for the drying bed
if adit flow rates and contaminant loading is similar to
present conditions. If the effort to control sources and reduce
flows is successful, then treatment may not be necessary or
the size of the treatment facility, and associated sludge
drying beds, may be reduced.

B.	EPA expects DEQ to be an integral partner in the
implementation of all aspects of the four-phase program to
address acid mine drainage, including the monitoring,

C-6


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Comment E-mail on Proposed Plan from Craig French, Montana
Department of Environmental Quality-November20, 2001

measurable parameters that indicate the efficiency and
longevity of the treatment facility would aid in the operation
of said facilities. Such parameters that cou Id be evaluated to
indicate the health of the sulfate reducing bacteria (SRB)
population, that is, if SRB are required, would be helpful.
Also, DEQ is looking forward to learning the intricacies of
biological treatment systems operation during theshakeout
period.

Q:\Tenmile\Record of DecisiorAFinal ROD (for real) June 2002\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

evaluation, development/implementation of bench scale and
pilot-scale tests, and design/construction of full scale
passive/biological treatment systems.

C-7


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Comment Letter on Proposed Plan from Michael Korn, Montana
Department of Fish, Wildlife and Parks - October 30, 2001

October 30, 2001

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

Dear Mr. Bishop:

Please consider this letter is Montana Fish, Wildlife and Parks
comments on the Proposed Plan for the Upper Tenmile Creek
Mining Area under provisions of Section 117(a) of the
comprehensive Environmental Response, Compensation and
Liability Act of 1980, 42 USC Section 9601 et seq. (CERCLA or
Superfund) and Section 200.430(f)(2) of the National Oil and
Hazardous Substance Pollution Contingency Plan. Comments
here address fish and wildlife issues, although, for the record, we
support the cleanup efforts to improve drinking water and soil
conditions for residents of the Rimini area.

A. We applaud the long-term, coordinated efforts to re-water
Tenmile Creek as described in the Proposed Plan. We
endorse the decision to substitute improved storage capacity
of Chessman Reservoir instead of reservoir development of
Tenmile Meadows. However, no discussion was provided
about dewatering of drainages that will provid e water to
Chessman, and the consequences that the diversion will have
on local hydrology, vegetation and wildlife. We recommend
that this be addressed in the final document. It is not clear
whether some water would remain in tributaries that are
providing water to Chessman via the Red Mountain flume,

Q:\Tenmile\Record of DecisiorAFinal ROD (for real) June 20C2\Append C - Respons 9umm\C-l\Fina! RODC-l.wpd

Response

A. The primary source of water to fill Chessman Reservoir
currently is surplus snowmelt and spring runoff water
diverted from the Banner Creek drainage to Chessman
through the Red Mountain flume. Under a court decree for
water rights, the City of Helena is allowed to divert this
water each year only prior to the first call for irrigation water
downstream. Since diversion through the Red Mountain
flume occurs only during the late spring and early summer
when there is excess water, there is no dewatering of Banner
Creek during this period. The proposed capacity
improvements to both Chessman Reservoir and the Red

C-8


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Comment Letter on Proposed Plan from Michael Korn, Montana
Department of Fish, Wildife and Parks - October 30, 2001

and if so how much. Please provide this information.

In our correspondence of September 25, 2001, we raised several
issues that we hoped would be addressed in the Proposed Plan,
including:

B. The importance of factoring in impacts to wildlife from the
clean-up procedure itself, particularly impacts of upgraded
roads. We realize that this must be a coordinated effort with
the Helena National Forest. We asked that an evaluation be
conducted, and measures taken to assure that increased
motorized access to the Tenmile Watershed not be
encouraged. Improved road conditions will lead to increased
public use post-clean up, and this issue should be taken into
account in planning which roads would remain on the
landscape. While the current plan is to bring some of the
haul roads back to a certain width, road surfaces already are
better than they were pre-project. We recommend
coordination between the EPA (to provide necessary
funding) and the Helena National Forest (to provide travel
management) to minimize secondary motorized impacts to
wildlife and their habitat.

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20(C\Append C - Respons SLimm\C-l\Fina! RODC-I.wpd

Response

Mountain flume are intended to allow the city to divert and
store additional water, but the diversion would still occur
during the period of excess runoff water and would not
dewater Banner Creek. In addition, the proposed
improvements to the flume are expected to reduce current
losses from the flume that result from the ditch being
unlined. Additional information regarding the availability of
water under the three reservoir alternatives is provided in
the addendum to the draft RI and draft FS reports.

B. EPA received a number of comments on the issue of potential
impact to wildlife caused by upgrading and improving
access roads to implement the remedial action for the site.
EPA is committed to implementing the mine site cleanups in
a manner that holds impacts on wildlife to a minimum. As
with any construction action, short-term impacts during
construction are expected. It is EPA's intent to reclaim access
roads after cleanup and leave mine site access in a condition
similar to that before the cleanup. During the design process,
there will be ample discussion with affected landowners,
USFS, DFWP, and other parties to determine the appropriate
road specifications for each mine site and each area of the
Tenmile Creek watershed. EPA plans to defer to USFS
regarding potential area closures and travel restriction plans
within the Helena National Forest; EPA will prepare its
design plans to be consistent w ith USFS plans.

C-9


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Comment Letter on Proposed Plan from Michael Korn, Montana

Department of Fish, Wiltiife and Parks - October 30, 2001

C.	Recognition that a six-mile segment of the Continental
Divide wildlife movement corridor has seriously disturbed
as a result of mining activity and now Superfund Cleanup
procedures.

D.	Protection of the less suitable but alternate wildlife
movement corridor that appears to have developed from
near Jericho Mountain on the Divide, across Tenmile Creek
and into the Black Mountain road-less area, to the Park
Lake-Occidental Plateau-Cataract Basin area, and across the
Boulder Divide to the Elkhorn Mountains. Critical to
protection of this corridor is assurance that the Beaver Creek
road not be upgraded in any way that would increase
motorized traffic over pre-project levels.

E.	Not widen and pave the Rimini road as proposed for Rou te
98 (a scenic forest highway.) That highway is proposed to
end at the mouth of the Beaver Creek Road. This road
should not have additional traffic if the alternate wildlife
movement corridor is to be protected.

F.	Commitment by the Forest Service to enforcing off-road
vehicle use restrictions in the watershed for at least 5 years.

G.	These issues were not addressed in the Plan that was issued
in late October. In addition, we feel that the solicitation on

Q:\Tenmi1e\Record of DecisionVFinal ROD (for real) June 20(E\Append C - Respons Summ\C-l\Final RODC-I.wpd

Response

C. The comment is noted.

D.	The comment is noted. There are several high priority mine
sites that will probably require use of the Beaver Creek road
(referred to as the Chessman Road in other comments) for
transport of mine wastes to theLuttrell repository. The
specifications for any improvements to, and post-project
reclamation of, the Beaver Creek road necessary for the w aste
haul will be developed during remedial design in full
consultation with MDFWP and USFS. It would be premature
at this time, without considering all haul road options and
their relative impacts on the success of mine site cleanups in
the Beaver Creek drainage, to make a commitment that the
Beaver Creek road would "not be upgraded in any way."

E.	The referenced scenic forest highway improvement to Route
98 has no connection to EPA Superfund action.

F.	EPA will work closely USFS to coordinate its actions with
USFS land management requirements. Management of those
public lands remains the responsibility of USFS.

G.	As noted earlier, detailed road specifications will be
developed in consultation with all affected parties during the

C-10


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Comment Letter on Proposed Plan from Michael Korn, Montana
Department of Fish, Wildlife and Parks - October 30, 2001

page 23 requesting points of view regarding access to the
watershed does not sufficiently address wildlife habitat
issues. We believe that coordination between the EPA and
the Helena National Forest is essential to achieve these
objectives. Forest Service standards for road densities
currently exist (less than 1.8 miles of road per square mile)
and we believe that they should be utilized in this project.
We also wish to see that analysis include all motorized uses,
including non-system and user created routes as well as
system roads.

We offer our assistance as this process moves forward and hope
that we can bring together both the objectives of the clean up
while at the same time considering the needs of fish and wildlife
in the area.

Sincerely,

Michael Korn

Helena Area Coordinator

c: Larry Peterman, FWP Chief of Field Operations
Pat Flowers, Supervisor FWP Region 3
Tom Clifford, Helena National Forest Supervisor

Q:\Tenmile\Record of D6Cision\Final ROO (for real) June 2002\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

remedial design process.


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Comment Letter on Proposed Plan from Tom and Caroline Hattersley -
November 21, 2001

Tom and Caroline Hattersley
71 Highland Meadow Road
Clancy, MT 59634
November 21, 2001

Via U.S. Mail and E-Mail (bishopxnike@epa.gov)

Mr. Mike Bishop

U.S. Environment Protection Agency
301 South Park
P.O. Box 1006
Helena, MT 59626

Re: Ten Mile Creek Watershed

Dear Mr. Bishop:

I am writing to you concerning an artide I read recently in the
Helena Independent Record which discussed certain cleanup
efforts planned for the Ten Mile Creek Watershed. The article
only vaguely referenced plans to capture runoff in the "Travis
Creek" area, and hold it in a proposed reservoir. I live in the
Travis Creekarea (and watershed), in Jefferson County, and my
wife and I are vitally concerned about any activity which may
jeopardize or otherwise impact the Travis Creek watershed. I
might add that neither my wife nor any of our neighbors with
whom we have discussed this recent article have ever been
notified or made aware in any way of the fact that the Travis
Creek watershed may be affected by any cleanup plans for Ten
Mile Creek. That area is not within the Independent Record
circulation zone and delivery is not available to us.

Q:\Tenmile\Recofd of DedsionVFinal ROD (for real) June 20C2 ^Append C - Respons S0mm\C-l\Fina) RODC-I.wpd

Response

The Travis reservoir site referred to in the proposed plan is
located at the headwaters of Tenmile Creek, near the continental
divide, southwest of the community of Rimini. Figure 2 in the
proposed plan accurately depicted the location of the potential
reservoir location. The site was presumably named after the
individual who historically developed it as a small reservoir.
The proposed Travis reservoir site is not located in the Travis
Creek watershed, noted to be of concern in the Hattersley letter.
Additionally, neither the preferred alternative in the proposed
plan or the selected remedy in this ROD included the
development of a reservoir at the Travis location on upper
Tenmile Creek. Rather, in both documents the proposed action is
to upgrade Chessman Reservoir to allow for additional water
storage.

C-12


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Comment Letter on Proposed Plan from Tom and Caroline Hattersley -
November 21, 2001

Today, I phoned your office and learned that you were out for
the day, but I did speak with your colleague Jim Harris. Mr.
Harris gave me your name and address and suggested that we
write to you with our concerns. Mr. Harris also arranged for me
to obtain a copy of the "Proposed Plan," which I picked up this
afternoon. We briefly reviewed that plan, which makes reference
only to possible construction of a reservoir at one of two
potential locations, "Travis (on Upper Tenmile Creek) or Banner
Creek." We are not familiar with a separate "Travis Creek" near
the location depicted for a potential "Travis Reservoir Site" on
Figure 2 in the Plan document.

The Travis Creek which is the subject of our concern lies to the
north of Chessman Reservoir, and flows east out of Black Hall
Meadows, which lies directly north of Chessman Reservoir.

The Travis and Banner Creek proposed reservoir location, on the
other hand, appears to lie west of Scott Reservoir. We would
appreciate clarification of which "Travis Creek" is involved. Our
comments are specifically focused on the Travis Creek which has
its headwaters in the mountains surrounding Black Hall
Meadows.

We have resided in the Travis Creek area for close to 20 years. In
fact, Travis Creek runs through our property. We have several
wells on our property, and have livestock water rights in the
creek. Over the many years we have lived in this area, we have
regularly hiked, and ridden our horses, and bicycles, throughout
it. We are very familiar with Colorado Mountain, Black Hall

Q-.VTenmiie\Record of Decision\Final ROD (for real) June 20CE\Append C - Respons Summ\C-ftFinal RODC-I.wpd

Response


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Comment Letter on Proposed Plan from Tom and Caioline Hattersley-
November 21, 2001

Meadows, Travis Creek, and the North Fork of Travis Creek.

Our greatest concern is that any activity in the Travis Creek
watershed, in particular planning designed to capture and divert
sources of additional water for Helena, will have a dramatic
adverse impact on that watershed.

The last four or five years of drought have already significantly
impacted this area. The water table appears to have dropped
significantly, springs have dried up, and the creek stopped
flowing for a period of time.

Travis Creek is an important part of the main creek flow running
all the way down Travis Creek Road and Lump Gulch to Clancy.
There are a number of homes with more being constructed all the
time, within the Travis Creek drainage, particularly as the creek
makes it way to Clancy. Aside from the obvious importance of
the water table and aquifer to the many residents within the
watershed, the creek and the numerous springs in the area are
also an important water source for livestock and wildlife.

The Travis Creek watershed area is perhaps as beautiful as any
land in this State. It is virtually all either a roadless area or within
a motor vehicle restricted area. Blackhall Meadows is now a
roadless area, and is a favored area for hikers and other
recreationalists throughout the greater vicinity.

This watershed in its entirety is host to a significant wildlife
population, including everything from hawk, owl, and eagle
populations to deer and a large number of moose, among other

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20CC\Append C - Respons 9umm\C-l\Fina! RODC-I.wpd

Response


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Comment Letter on Proposed Plan from Tom and Caioline Hattersley -
November 21, 2001

animals.

We are not aware of any details concerning the plan for the Ten
Mile cleanup. However, we don t need to know very much about
any plan to capture and divert snow melt or other runoff and
water sources in the Travis Creek watershed to realize that any
such plan will jeopardize and perhaps severely affect the
watershed and its inhabitants, human or otherwise.

If the Plan affects the Travis Creek we are describing, please add
us to your list and provide us with any information you can
which bears upon that Travis Creek area.

We have spoken with neighbors and acquaintances in the area
after seeing the recent article. None of them were aware of any
activity which would affect the Travis Creek watershed.
Hopefully, some effort can be made to inform the people who
will be most impacted as residents of the area so they can
comment and provide input.

For purposes of responding or placing us on your notice list
please use the following contact address and phone number:

Tom and Caroline Hattersley
71 Highland Meadow Road
Clancy, MT 59634

Phone No. (406) 449-2547

I can also be reached at my office address and phone number:

Q:\Tenmite\Record of Deasion\Fina! ROD (for real) June 20GB\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response


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Comment Letter on Proposed Plan from Tom and Caroline Hattersley -
November 21, 2001

Gough, Shanahan, Johnson & Waterman
33 South Last Chance Gulch
P.O. Box 1715
Helena, MT 59624

Phone No. (406) 442-8560

Again, if we are describing concerns over a separate, and
unaffected area, please let us know and disregard these
comments. Thank you, Mr. Bishop.

Very truly yours,

Tom and Caroline Hattersley

Q:\Tenmile\Record of DectsionNFinal ROD (for real) June 20(2\Append C - Respons SLimm\C-l\Final RODC-I.wpd

Response


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Comment Letter on Proposed Plan from Lewis & Clark County Board of
Commissioners - November20, 2001

November 20, 2001
Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, Montana 59626

Dear Mr. Bishop,

Re: Comments concerning Proposed Plan Upper Tenmile Creek
Mining Area Site, Lewis & Clark County, Montana.

Thank you for allowing us the opportunity to comment on the
Proposed Plan Upper Tenmile Creek Mining Area Site, Lewis &
Clark County, Montana (October 2001) and the Preferred
Alternative (October 2001). Lewis & Clark County's (County)
comments from the Planning, Health, and Public Works
Departments have been consolidated in this letter for your
consideration. Comments are in the order of the layout of the
Preferred Alternative as presented on page 4 of the Proposed
Plan.

A.	Waste Rock and Tailings

The County supports the Preferred Alternative approach of
removal of waste rock and tailings from the higher priority
mine sites with disposal in the Luttrell repository.

B.	Acid Mine Drainage

The County supports the concept of a phased effort to
minimize drainage of storm water and snowmelt into mine
workings by capping and regrading collapsed shafts/adits

Q:\Tenmile\Record of Oacision\Final ROD (for real) June 20C2\Append C - Respons Slimm\C-l\Final RODC-I.wpd

Response

A. The comment is noted.

B. The comment is noted. During remedial design, EPA will
continue to consult with the Lewis & Clark City-County
Health Department regarding the protection of water quality
and the protection of public health.

C-17


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Comment Letter on Proposed Plan from Lewis & Clark County Board of

Commissioners - November20, 2001

and constructing drainage diversions at mine w orkings,
followed by design and construction of treatment facilities
for acid mine drainage. The County supports the
collaborative effort of the EPA and State of Montana in the
operation of these treatment facilities to ensure that the acid
mine drainage will be brought in compliance with the state
ambient water quality standards. The County requests that as
the phased program proceeds into the design and planning
of the treatment facilities that the EPA would continue to
consult with the Lewis & Clark City-County H ealth
Department regarding water quality protection and
protection of public health in that planning process.

C. Groundwater

The establishment of institutional controls is necessary to
prevent installation of new drinking water wells in the
contaminated aquifers of the Rimini area. However, the
County is concerned that the Proposed Plan does not address
institutional controls to prevent the ongoing use of the
existing contaminated wells and the potential for this use of
water from the contaminated wells to contribute to spreading
contaminant metals to surface waters and the clean yard soil
through irrigation and other future uses. The County
believes it may be necessary to provide for the capping
and/or abandonment of existing wells that are contaminated,
once an alternative water su pply system is provid ed, to
prevent this cross contamination problem.

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20Q2\Append C - Respons SUmm\C-l\Final RODC-l.wpd

Response

C. EPA has conducted brief conservative mass balance loading
calculations for arsenic to evaluate if there is potential for
significant build-up of arsenic in soils from watering with
contaminated groundwater. Using conservative assumptions
(watering 0.25 inches per day for 90 days, groundwater
arsenic concentration = 100 ng/L,all applied arsenic remains
in the top 2 inches of soil [i.e., there is no flushing of arsenic
from the soil profile from uncontaminated rainfall or
snowmelt], "clean" yard soil conditions are similar to
sitewide background [arsenic concentrations start at 50
mg/kg]), EPA estimates it would take approximately 200
years of watering for the arsenic to approach levels that
would be of concern to human health. With the expectation
that some flushing would occur and that yards replaced with
clean soils imported from outside of the site would have
much lower arsenic concentrations to begin with, EPA has
concluded that there is very slight risk of arsenic building up

C-18


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Comment Letter on Proposed Plan from Lewis & Clark County Board of
Commissioners - November20, 2001

D. Surface Water

The County supports the Proposed Plan's Preferred
Alternative of expanding Chessman Reservoir and
improving the Red Mountain flume , thereby allowing the
City of Helena to release stored water into Tenmile Creek
during the low flow summer season. The augmentation of
stream flow will have beneficial effects on water quality and
the fish habitat potential of the entire Tenmile Creek system.
Water rights issues must also be addressed to ensure that the
additional flows remain in the stream beyond the limits of
the Upper Tenmile Creek Mining District Area.

We believe that increased streamflow will benefit water
quality in the Lower Tenmile Creek stream reaches. Flow
augmentation will also benefit residents and other users of
both the Tenmile Creek and the lower Prickly Pear Creek

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20G2\Append C - Respons Sjmm\C-l\Final RODC-I.wpd

Response

in the soils to concentrations of concern and that there is no
reason to restrict use of groundwater for irrigation.

The final location, size, and restrictions of the controlled
groundwater area would be determined through a technical
application and public review process. The controlled
groundwater area may not require a ban on groundwater
wells. At other contaminated groundwater sites, it has been
possible to allow new wells to be installed as long as the
groundwater is sampled and not used for drinking water if
found to be contaminated. Rimini residents may be able to
use their current wells, or even drill new wells, for irrigation
purposes.

D. The comment is noted. EPA is coordinating with DFWP and
the City of Helena to encourage the execution of an instream
flow reservation by DFWP for fisheries enhancement that
would ensure that the water remained in lower Tenmile
Creek.

C-19


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Comment Letter on Proposed Plan from Lewis & Clark County Board of

Commissioners - November20, 2001

watersheds. This action will enhance local efforts to ensure
that these streams meet the state and federal requirements for
water quality and beneficial uses, uses that are currently
impaired by historic mining activities within the Upper
Tenmile Creek Mining Area Site.

E.	Stream Sediments

The County agrees with Proposed Plan to evaluate the
stream sediments after the waste rock and acid mine
drainage cleanups to determine the future need for removal
and disposal in the Luttrell repository.

F.	Residential and Recreational Yard Soil

The County supports the Proposed Plan for removal and
replacement of contaminated soils within residential and
recreational yards. However, because this is a one-time effort
in a small community, the County requests that the EPA
reconsider the proposed excavation level for lead. The
County supports the reduction of the excavation level for
lead to 400 parts per million (ppm) to match the recent TSCA
Section 403 Residential Lead Hazard Standard. We believe a
one-time cleanup to this more stringent standard will be the
best protection for future generations of residents and users
of the land and will be protective of the children within the
community.

The County recommends that once EPA completes the yard
replacement effort, institutional controls be implemented
drainage-wide to prevent or minimize future land use actions
that would reintroduce contaminated subsurface soils to

Q:\Tenmile\Record of DectsiorAFinaJ ROD (for real) June 20CE\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

E. The comment is noted.

F. The referenced Toxic Substances Control Act (TSCA) Section
403 standard is a two-part standard that recommends an
excavation level of 400 ppm for child play areas with bare
soil and an average level of 1,200 ppm for bare areas within
the remainder of fhe yard. The EPA TSCA guidance is not
Superfund-related and is intended for application where site
information or contaminant concentration data are not
available. It was developed using national default input
parameters in the IEUBK model for lead exposure. For this
site, EPA's proposed remediation and target cleanup levels
were developed also using the IEUBK model, but refining its
use with regional input parameters thought to be more
appropriate for this site. EPA also notes that the residential
yard component of the selected remedy will be driven
primarily by the concentrations of arsenic in the yard soils.
Preliminary remedial design sample results for
approximately 30 yards in Rimini indicate that nearly all
yards will have to be remediated because arsenic

C-20


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Comment Letter on Proposed Plan from Lewis & Clark County Board of

Commissioners- November20, 2001

remediated areas. Institutional controls should include
ongoing education about the potential health risks of
contaminated soils; notification of previous remediation and
notification of required permit process prior to subsequent
surface disturbances. All notifications should be done in
writing and recorded in the Lewis and Clark County's Clerk
and Recorder's Office. Future landowners excavating
basements or foundations for new buildings or performing
other land disturbance actions must do so in a manner that
avoids creating a new contamination problem. The
institutional controls could be similar to the permit system
implemented in East Helena that requires a permit for land
disturbance. This system allows the landowner to be
informed of the risks and the appropriate methods of
handling the excavated soils.

G. Contaminated Roadway Materials

The County believes that other alternatives beyond the three
considered in the Proposed Plan should be evaluated. We
specifically support paving the existing road, thus
encapsulating the waste rock and tailings used to repair the
road after the 1981 flood damage. Although this alternative
may have a higher initial capital cost, the long term
operational and maintenance costs, which are the
responsibility of the County, would be substantially reduced
with a paved roadway. Also paving will abate road dust
problems for the community and minimize detrimental
impacts to the stream.

Q:\Tenmile\Record of Decision\Final ROD (for real) June 2O02\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

concentrations are greater than the cleanup level of 96
mg/kg.

EPA agrees that institutional controls should be established
by the county to inform landowners about property
conditions and prevent the release of contaminated
subsurface soils. Since the Rimini area has such a small
population, it may be possible to conduct an educational and
permitting program without significant cost. In consultation
with the state, EPA has determined that the remedy for
contaminated yard soils will require the excavation and
disposal of all accessible soils, not just the uppermost 18
inches. This approach should effectively remove most
contaminated soils in the Rimini community and minimize
the need for long-term institutional controls to prevent
contaminant remobilization and potential future exposure.

G. Based on this and other comments, EPA reevaluated the
alternatives for remediating the contaminated roadway
materials. Including the potential paving of that portion of
the roadway in the residential area of Rimini. Based largely
on concerns expressed by the State of Montana over the long-
term maintenance of alternatives that would leave
contaminated roadway materials in place, EPA has selected
total removal and disposal of accessible contaminated
materials as the remedy for roadways. The remedy
addresses approximately 5,000 feet of roadway within the
community of Rimini. Excavation to depth is expected to
have greater short-term impacts to the community during
construction, but will provide a more secure and easy-to-
maintain remedy in the long-term.

C-21


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Comment Letter on Proposed Plan from Lewis & Clark County Board of
Commissioners - November20, 2001

The 1998 Road Evaluation Report prepared by the Lewis &
Clark County Public Works Department provides estimates
of the cost of road paving. To lay 6 inches of crushed gravel
and 2.5 inches of asphalt overlay cost approximately $250,000
per mile. The projected test area for the roadbed from the
Chessman Reservoir turnoff to the Martin residence or the
City of Helena Tenmile Creek water intake is a distance of
approximately 1.5 miles. If paving is selected, project
planning should consider beginning the paving effort at the
Chessman Reservoir turnoff to link to the U.S. Forest Service
and Federal Highway Administration improvement project,
which proposes to pave Rimini Road to the Chessman
Reservoir turnoff from the conjunction with Highway 12.

The County is also concerned that the Preferred Alternative
of the Proposed Plan requiring excavation of the
contaminated roadbed materials to a depth of 18 inches with
the transport of the waste to the Luttrell repository and
reconstruction of the road with clean material having to be
mined and trucked in would cause substantial disruption of
the community and have potentially more detrimental
impacts to the stream from the construction effort, then the
current perceived problem. Paving of the current roadbed
would be the best long term solution to the contaminated
road base problem and minimize future road maintenance
and storm water ru noff problems.

However, if paving of the roadbed is not the selected remedy
the County supports the RD2 alternative of regrading and

Q:\Tenmile\Record of DecisiorAFinal ROD (for real) June 20Q2\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

EPA does not believe that the portion of the road from the
Beaver Creek road turnoff to Rimini proper (approximately
2,500 feet) exhibits significant potential risk from
contaminated subsurface roadway materials. The potential
risk is limited because the road is on national forest lands
that will not be residentially developed, effectively
preventing the potential for future residential setting
exposure. Therefore, EPA does not propose to remove road
materials from that portion of the road. Paving of that
section of the road could be considered as part of the Federal
Highway Ad ministration project.

C-22


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Comment Letter on Proposed Plan from Lewis & dark County Board of
Commissioners - November20, 2001

capping the roadway with 18 inches of clean road base
material.

H. Rimini Water Supply

The County supports the Proposed Plan's objective to
develop a community water supply system for the residents
of the Rimini area to replace the contaminated groundwater
supply wells. The new groundwater source must be of
sufficient quantity to meet the need s of the current residents
and must incorporate design capacity for future growth and
development. The County agrees with EPA that this
community water supply system must be owned and
operated by the users of the system.

The creation of a local water district would be an appropriate
mechanism to ensure fiscal responsibility for operational and
maintenance costs of the system and will provide the
financial mechanism to generate reserves to replace major
equipment in the future. The County strongly recommends
that the formation of a water and sewer district be
undertaken at the beginning of this process. This allows the
new district to be in a position to deal with the numerous
wastewater issues of the community that must be addressed
in the future (i.e. outdated and failing septic systems and
floodplain restrictions). Creation of a water and sewer
district originally is much easier then trying to change a
water district into a water and sewer district later.

The County would like to commend the U.S. EPA for moving
forward with this cleanup effort in a timely fashion. We hope the

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20QZ\Append C - Respons 3jmm\C-l\Final RODC-I.wpd

Response

H. The comment is noted. Rimini residents are currently
attempting to form a rural water and sewer district.

C-23


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Comment Letter on Proposed Plan from Lewis & Clark County Board of
Commissioners - November20, 2001

implementation of the final plan will progress as quickly as
possible. The County asks that the U.S. EPA continue to
collaborate and consult with Lewis & Clark County Health
Department, Water Quality Protection District, Planning
Department, and Public Works Department in planning and
implementation efforts for this cleanup as appropriate.

Sincerely,

Lewis and Clark County
Board of Commissioners

Karolin J. Loendorf, Chair
Michael A. Murray
Anita L. Varone

Q:\Tenmile\Record of Decision\FinaJ ROD (for real) June 20GE\Append C - Respons 3jmm\C-l\Final RODC-I.wpd

Response


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Comment Letter on Proposed Plan from Jim Posewitz, Orion/the
Hunters Institute - October 24, 2001

October 24, 2001

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

Dear Mike,

I have reviewed the "Proposed Plan, Upper Tenmile Creek Mining
Area Site, Lewis and Claik County, Montana October 2001 (The
Plan). This commentary is provided as part of the public
participation response required under Section 117(a) of the
Comprehensive Environmental Response, Compensation and
Liability Act of 1980, 42 USC Section 9601 et seq. (CERCLA or
Superfund).

General Commentary

A.	The project to clean up abandoned mine wastes and other
contamination in the Tenmile drainage is supported.
Likewise the preferred alternative is supported and we are
pleased to note that Chessman Reservoir and improvements
to the Red Mountain flume are part of the preferred
alternative.

B.	Page 1. "In a nutshell: EPA's Proposed Cleanup Plan"

We appreciate the decision to enhance water storage and
stream flow by expanding Chessman Reservoir and
improving the Red Mountain flume. This selection

Q:\Tenmile\Record of D«cision\Final ROD (for real) June 20Q2\Append C - Respons 9jmm\C-l\Final RODC-l.wpd

Response

A. The comment is noted.

B. The comment is noted. EPA's identification and adoption of
the Chessman upgrade option for additional water storage
was in large part based on the need to find an alternative that
would have less impact on wetlands and wildlife than a new
reservoir at the headwaters of Tenmile Creek.

C-25


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Comment Letter on Proposed Plan from Jim Posewitz, Orion/the
Hunters Institute - October 24, 2001

contributes to preserving terrestrial wildlife, amphibian and
aquatic values at the alternative Travis Dam site. Thank you
for being responsive to earlier comments on that issue.

C. We support improvement of the Rimini water supply system.
This feature could contribute to increased residential
development of the private lands in Rimini and perhaps it
would be appropriate to consider waste treatment
circumstances and options as part of this package.
Recognition of this possibility, if it is relevant, would be
appropriate.

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Response

C. The comment appropriately notes that development of a

community water system may promote residential growth in
Rimini and may therefore indirectly increase the likelihood
that Rimini may have to install a community wastewater
treatment facility in the future. Small lot sizes and
inadequate soil conditions may limit the ability of residents
to utilize individual septic systems as the community grows.
EPA has encouraged the establishment of a rural water and
sewer district as it develops its water system. EPA will fund
the construction of the community water system because it is
necessary to provide a source of potable water to replace the
groundwater source contaminated by mining-related releases
of hazardous substances into the Rimini-area aquifers. EPA
has also included a contingency in the remedy for
contaminated yard soils whereby EPA will construct a
wastewater collection and treatment system, if necessary, to
replace existing individual septic systems that may be
damaged during the removal of contaminated soils. Many
systems in Rimini may not be replaceable as individual
systems in their current locations because of stringent design
criteria currently in place.

C-26


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Comment Letter on Proposed Plan from Jim Posew'tz, Orion/the
Hunters Institute - October 24, 2001

D.	Page 2. 'Site Background"

Since the 'site' of this project includes 70 abandoned mines
scattered throughout the d rainage other resource valu es in
the drainage are going to be impacted by the cleanup. We
believe a description of those resources and values needs to
be included in the site background and description. Wildlife
and recreation throughout the drainage have become valued
public resources. In addition, the site's relevance to wildlife
conservation corridors mentioned in our August 30, 2001
letter to EPA and the USFS should be addressed. The
Tenmile drainage is positioned in a very vulnerable portion
of the wild land habitat corridor connecting the Glacier/Bob
Marshall complex to wildlands in the Yellowstone area. This
geographic position alone suggests the need to recognize the
importance of retaining, or at least restoring, Tenmile's
wildlife habitat security while cleaning up its toxic legacy.
Likewise, as a component of a continental wildlife corridor
the welfare of listed (grizzly, lynx, wolf) species are necessary
considerations.

E.	Page 6, "Ecological Risk Assessment"

Comments offered above in the "Site Background" section
apply as well to this section. The network of upgraded
access and haul roads and their future disposition represent a
significant ecological risk for wildlife in Tenmile. The roads
likewise represent a potential source of sediment
contamination unless they are obliterated and reclaimed. It
is a risk that this Proposed Plan must acknowledge and deal

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20(2\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

D. The comment is noted. EPA recognizes the importance of
recreation and wildlife resources throughout the upper
Tenmile Creek watershed. EPA intends to implement the
selected remedy to achieve remedial action objectives, but to
do so in a manner that minimizes adverse impacts on
wildlife and recreational values. For this project, EPA must
balance the need to take action to protect human health and
the environment with potential impacts caused by and the
costs of the actions taken. Wildlife is one, but not the only,
resource that EPA must factor into its evaluation of project
benefits and impacts. Other factors include the fishery and
aquatic environment of Tenmile Creek and its tributaries,
groundwater, surface water used as the source for 70 percent
of the City of Helena's potable water supply, property rights
of the owners of private mining claims within the watershed,
various recreational uses (motorized and non-motorized),
and costs that must be borne by EPA, the State of Montana,
and local residents.

E. EPA recognizes that there are potential short-term (during
construction) and long-term risks to wildlife that may result
from the construction and maintenance of access and haul
roads necessary to implement the selected remedy. There is
also the potential for increased sediment loading from the
access roads to watershed stream s. EPA intends to address
those potential risks during the remedial design phase of the
project, which will occur over a period of years as detailed
plans and specification for the various elements of the

C-27


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Comment Letter on Proposed Plan from Jim Posewitz, Orion/the
Hunters Institute - October 24, 2001

with in the planning process. The roads are real, many
already in place, more to be built or upgraded and no plan
seems to be in place for their final disposition. Likewise, the
fate of the private property assets being upgraded and
accessed at public expense should be addressed. Decisions
made as to the future use of these lands could have lasting
ecological impacts that should be acknowledged. It would
seem that the public investment should warrant some
consideration for public values we seek to preserve in this
drainage.

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Response

selected remedy are prepared. EPA will work closely with
USFS, wildlife resource managers, DEQ, private property
owners, and other interested parties to ensure that wildlife
resources are appropriately considered in the design process.
EPA's overall design approach will be to restrain
construction disturbance to the minimum amount necessary
to complete the remedy. Road improvements, road width,
tree removal, and the excavation footprint area will be
minimized to the degree possible. EPA's action will attempt
to minimize the need for long-term O&M so that
maintenance access roads will be unnecessary or minimal.
EPA will generally reclaim roads to pre-remedial conditions.
However, EPA recognizes that most of the high-priority mine
sites at which action will be taken have relatively good access
at present. One of the key factors in scoring the sites as high
priority was ease of excess, allowing for easy exposure to site
contaminants.

EPA's does not believe that its remedial action will determine
the fate of private property assets and future use of lands
within the upper Tenmile Creek watershed. Superfund is not
the proper vehicle for defining, evaluating, discussing, and
deciding future land management and land use issues. Land
and resource management decisions are appropriately the
responsibility of federal land managers, state wildlife
managers, local governmental entities, and private
landowners. Those decisions, requiring extensive public
participation and public comment and considering a wide
range of issues, are beyond the limited scope of Superfund.
EPA will coordinate its actions with those parties to be

C-28


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Comment Letter on Proposed Plan from Jim Posewitz, Orion/the
Hunters Institute - October 24, 2001

F. Page 7. "Upper Tenmile Creek Watershed Group"

Item number 4) in this section needs to be expanded to
include 'habitat security for resident wildlife and protection
of wildlife conservation corridor connections.' These issues
were raised at the August 23ni Watershed Group meeting by
Montana Department of Fish, Wildlife and Parks, and again
during the August 29th field trip into the area.

Sincerely,
Jim Posewitz
Director At Large

CC

Tom Clifford, USFS
Mike Korn, MDFW&P

Q:\Tenmile\Record of DecisioriVFinal ROD (for real) June 20Q2\Append C - Respons SUmm\C-l\Final RODC-I.wpd

Response

consistent with current and likely future land management
uses and restrictions.

F. The comment is noted. Please refer to the responses to
comments D and E.

C-29


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Comment Letter on Proposed Plan from Anthony Perpignano -
November 7, 2001

Mike Bishop
U.S. EPA

301 S. Park, Drawer 10096
Helena, Mt 59601
November 7, 2001

Dear Mr. Bishop:

I was very intrigued by the recent article in the Independent
Record on Saturday, November 3, 2001. As a board member of
the Pat Barnes / Missouri River Chapter of Trout Unlimited and
as a concerned resident of the Helena Valley, I would like to
discuss with you the issue of water in the lower section of Ten
Mile Creek.

I would like to suggest that a water study be done for the section
of Ten Mile Creek from the Blue Cloud area though the valley to
its mouth at the Prickly Pear just south of Lake Helena. I would
be willing to gather the names of several land owners who own
water rights on this section of the creek and work toward seeing
if there is a solution that might allow this beaten down stream to
retain water throughou t the year. Being optimistic, I wonder if
we could involve several conservation groups like the Prickly
Pear Land Trust, Trout Unlimited, and perhaps some local
organizations that might be interested in "green spaces," such as
parks or conservation easements.

As an architect with an eye toward planning, I see the potential
to maintain and nurture this drainage so that one day, (in the
near future) as the growth expands into the valley, Ten Mile

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20GRAppend C - Res pons Sjmm\C-l\FinaJ RODC-J.wpd

Response

The comments in this letter are noted. Since EPA'sSuperfund
selected remedy addresses only the upper Tenmile Creek
watershed, south of Highway 12 and upgradient of the Helena
Tenmile Water Treatment Plant, the actions suggested in the
letter, while valid, can not be undertaken as part of this EPA
Superfund project.

However, EPA's plan to conduct mine site cleanups and increase
storage capacity in Chessman Reservoir to allow for more water
to augment the instream flows in Tenmile Creek should translate
to benefits from improved water quality and increased flow in
lower Tenmile Creek downstream of the Superfund site.

The Lewis and Clark County Water Protection District is in the
beginning stages of developing a watershed improvement
program for lower Tenmile Creek. EPA recommends that Mr.
Perpignano contact Mr. Jim Wilbur at the Water Protection
District to obtain more information about and provide input to
the district's plans.

C-30


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Comment Letter on Proposed Plan from Anthony Perpignano -
November 7, 2001

becomes the main back bone to future development. A linear
park with green spaces and conscious development to
compliment it s physical features.

The way I see It, we can take one of two approaches to Ten Mile
Creek. First, and in my opinion the least desirable solution
would be to do what was done in Los Angeles. Ignore the
drainage as a migratory route for Salmonoids and build concrete
culverts to control water flow. Build up around the culverts and
forget about it. The second involves less resources, but a little
more imagination, and that would be to work with land owners,
concerned citizen groups, city and county planners and develop
a solution that embraces the creek ,while allowing development
to occur throughout the area. This can and has been done
successfully, and as a result, the whole community benefits.

In good water years, I have been fortunate enough to stalk trout
in the early fall only a block away from my house on McHugh
Drive. I have wrestled 16" brown trout and rainbows. After
fishing this creek for a dozen years, I know where the resident
fish are. I know the best sections, and I know the sections to
avoid. I can say with some level of confidence that some of these
larger fish are not residents. When there is water in this creek,
the fish migrate through Hauser Lake, into Lake Helena, and up
the Prickly Pear. Some actually make it as far as McHugh Drive
and some push towards Green Meadow.

All I'm saying is that there is potential here, and we won t get a
second chance. I would be very grateful if we could set up a
convenient time to further discuss these issues,

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Response


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Comment Letter on Proposed Plan from Anthony Perpignano -
November 7, 2001

Thank you,

Anthony Perpignano AIA,

Board Member of the Pat Barnes/Missouri River Chapter of
Trout Unlimited

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20CE\Append C - Respons Simm\C-l\Final RODC-I.wpd

Response


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Comment Letter on Proposed Plan from John Rundquist, City of
Helena - November 21, 2001

City of Helena
316 N. Park Avenue
Helena, Montana 59623
November 21, 2001

Mike Bishop
EPA Project Manager
US Environmental Protection Agency
301 South Park Avenue - Drawer 10096
Helena, Montana 59626

Subject: Proposed Plan Upper Tenmile Creek Mining Area Site
Dear Mike,

Thank you for the opportunity to comment on the proposed
plan. We appreciate that this is the culmination of a huge amount
of work and cooperation between differing interests. As you
know, the Ten Mile Basin is the primary water supply for the
City of Helena and has been for more than 100 years. The City
has a major investment in supply, storage and treatment facilities
in the basin and an obligation to preserve and protect the
quantity and quality of water for the benefit of Helena residents
and customers.

A. A historical effect of the City's priority allocation of the
basin's water is that lower reaches of the stream below the
City's diversion can be nearly dewatered for extended
periods during the sum mer months. This effect is
exacerbated by drought when the City has difficulty meeting

Q:\Tenmile\Record of OecisiorAFinal ROD (for real) June 20C2\Append C - Respons Sjmm\C-l\Fina1 RODC-I.wpd

Response

A. The comment is noted. EPA appreciates the City of Helena's
cooperation and support of the preferred alternative and of the
efforts by many parties to augment stream flows and improve
water quality in Tenmile Creek during seasonal low flow
periods. Successful implementation of the selected remedy w ill

C-33


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Comment Letter on Proposed Plan from John Rundquist, City of

Helena - November 21, 2001

demand and stream flows are low anyway. As noted in the
plan, the low flows accumulate toxic levels of mine waste
contaminants in the stream reach below the City's diversion
to the detriment of fish and aquatic life.

The Alternatives, 6 and 7 include provisions for
augmentation of flow in Tenmile Creek. This would be
accomplished by increasing the volume of storage in the
City's Chessman Reservoir and by increasing the delivery of
spring runoff water to Chessman with improvements to the
Red Mountain flume. The added volume of water in City's
reservoirs would then be managed to release flow from Scott
Reservoir during seasonal low flow periods. This approach
would both preserve the City's water storage capacity and
provide increased flow in the contaminated reaches of Ten
Mile Creek.

Although there are numerous technical, financial, permitting
and legal issues to work through before the plan can become
a reality, the preferred alternative #5 as well as #6 and #7 are
all supported in concept by the City. We look forward to
continuing to work and support the efforts of the USEPA and
Tenmile Creek stakeholders in advancing the selected
alternative.

B. The City is a large landowner in the Tenmile watershed with
the acquisition of the original water supply system and
various mining properties over the years. With respect to the
Chessman Reservoir, the City leases this property from the
US Forest Service. A land trade between the USFS and City

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Response

require long-term commitment by the city to manage water
releases from Scott reservoir and allow the released water to
bypass the existing water system intake structure on Tenmile
Creek in Rimini. EPA will work closely with the city and other
parties to address the technical, financial, legal, and permitting
issues that must be resolved to implement that portion of the
remedy.

B. The comment is noted. EPA will work closely with USFS and
the city to help facilitate the suggested land exchange.

C-34


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Comment Letter on Proposed Plan from John Rundquist, City of
Helena - November 21, 2001

has been discussed many times to acquire the Chessman site
and flume. Transfer of this property to City ownership with a
land exchange will be integral to the Chessman
improvements and will also help the USFS consolidate land
holdings along the Continental Divide. The City would
strongly support the facilitation of this exchange with the
CERCLA process.

Thank you again for the opportunity to comment and for
participation in a potential solution which will improve the
health of the watershed and protect this resource for all
stakeholders.

Sincerely,

John Runquist, P.E.

Public Works Director

c: Tim Burton

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Response


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Comment Letter on Proposed Plan from Diane Tipton - no date

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

Dear Mr. Bishop:

Thank you for the opportunity to comment on the proposed
mine waste clean up alternatives for the Upper Ten mile
Watershed. I've bulleted my comments for the record below.

•	Expansion of Chessman Reservoir and improvement of the
flume system is an economically feasible solution that is
significantly more environmentally sensitive than other
options suggested, in my opinion. Thank you for listening
and making this adjustment.

•	Town of Rimini needs drinkable water, but I'm glad to see
residents will be the primary ones to decide how it will be
done and managed. Without their full support, involvement
and commitment to long-term maintenance whether that is
by actively managing it or simply paying the bills, it will be a
rough road. This is a new level of commitment and
interaction for that community and it isn't dear to me
whether they have the leadership and unity to pull this off,
but I remain hopeful. Since I'm not personally affected, I
don't have strong feelings on this but appreciate EPA's
flexibility in trying to assist the residents.

•	Any new roads created or improved to handle the hauling of
the mine waste and reclamation of adit discharges and other

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Response

The comment is noted.

The comment is noted.

EPA's intent is to improve access roads only to the extent necessary
to conduct its remedial action, and then to reclaim the roads.

C-36


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Comment Letter on Proposed Plan from Diane Tipton - no date

related work should, I think, be built in the future to the
lowest standard workable, as this project progresses through
the next five to ten years. In addition, all roads impacted by
the EPA need to be reclaimed back to their original width
and condition, and/or eliminated where new roads were
created. I'd like a standard similar to thel mile of road per
square mile of area recommended by Montana Fish, Wildlife
& Parks to the USFS explored. Roads shouldn't be built until
funds are secured to do the entire job. The bottom line is that
as a resident of this area I don't want to have the high
country opened to further public access by default because
EPA built these roads and didn't reclaim them to their
original condition. Funds to reclaim the roads associated
with hauling waste and access to a particular mine should be
factored into the total cost of that segment of the total work
so road reclamation isn't and after thought.

•	No additional projects or changes in the Upper Tenmile
Watershed should be initiated by the EPA directly or
indirectly that increase recreational opportunities and public
access in the Upper Tenmile. The EPA's job is to focus on the
mine waste clean up and the water quantity and quality
issues. Incidental recreational concerns, increases in
recreational access to the area, or other "improvement"
projects are not on the EPA's agenda.

•	Habitat protection is by default on the EPA agenda. No
matter how the EPA work is handled it will have a
significant impact on the wildlife species in this area. I want
to see EPA take every measure and show every willingness
to work with Montana Fish, Wildlife & Parks, the US Forest

Q:\Tenmile\Record of Derision\Final ROD (for real) June 20C2\Append C - Respons 9umm\C-l\Final RODC-I.wpd

Response

During remedial design, EPA will work with federal and state land
and resource managers, property owners, and other affected parties
to determine detailed access and haul road specifications and plans
for road reclamation.

The comment is noted.

EPA will coordinate closely with federal and state land and wild life
managers to minimize potential impacts on wildlife.

C-37


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Comment Letter on Proposed Plan from Diane Tipton - no date

Service and US Fish and Wildlife Service to protect species
from the impacts of this work.

•	Wildlife impacts include noise, traffic patterns throughout
the gulch, increased exposure to humans etc. I would like to
see FWP work as an active team member with the EPA in
monitoring and proposing wildlife-friendly alternatives
throughout the clean up process and in assisting in advising
and implementing any land deals or other habitat restoration
or preservation that might become necessary or
advantageous as a result of the work being done in the
watershed.

•	Some of the adit discharges are associated with very small
mine waste dumps in hard to reach areas where reclamation
and cleanup will do more harm to the environment that
improvement to water quality. I would like to see
environmentally friend ly alternatives considered for these
locations which would not require the building of new roads
or road improvements and which would allow little or no
disturbance in the area. With funding as tight as it is, the
projects in this overall clean up effort should be very
carefully prioritized and the associated environmental
disturbance that would result should be considered as an
intrinsic "qost" weighed against any potential benefit.

Again, thank you for the op portunity to comm ent.

Diane Tipton

1968 Rimini Road

Helena, Montana 59601

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Response

EPA will coordinate with DFWP closely during remedial design to
develop mine-specific cleanup plans that minimize impacts to
wildlife.

EPA will evaluate all adit discharges during remedial design. The
evaluation will consider relative contaminant loading to Tenmile
Creek and tributary streams, as well as adverse impacts that would
result from construction and operation of remedial actions.
Superfund requirements for compliance with state surface water
quality standards will also be considered.

C-38


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Comment Letter on Proposed Plan from R. Mark Wilson, U.S. Fish and
Wildlife Service - November 21, 2001

November 21, 2001
Mike Bishop

Remedial Project Manager
U.S. Environmental Protection Agency
301 South Park, Drawer 10096
Helena, MT 59626

Dear Mr. Bishop:

The U.S. Fish and Wildlife Service (Service) has reviewed the
document entitled, "Proposed Plan, Upper Tenmile Creek
Mining Area Site, Lewis and Clark County, Montana" under a
technical assistance Interagency Agreement with EPA. The
Service concurs with the selection of Alternative 5 as the
preferred alternative. The implementation of the preferred
alternative will result in significant water quality improvement
and substantial water flows in the Upper Tenmile Creek. I
commend EPA s efforts in successfully addressing this difficult
task. In addition, the Service has the following comments on the
document.

A. Chessman Reservoir Expansion

The Service agrees with the proposed plan for enlarging
Chessman Reservoir as a means to increase stream flows in
Upper Tenmile Creek. However, increasing the size of
Chessman Reservoir will inundate at least a portion of a 61.2
acre wetland located on the southern shore of the Reservoir
(see inclosed map). Further, wetland areas not directly
impacted from construction or inundation could be impacted
from hydrologic changes associated with fluctuating water

Q:\Tenmile\Record of Decision\Final ROD (for real) June 20C2\Append C - Respons Summ\C-l\Final RODC-I.wpd

Response

A. EPA appreciates the comments and suggestions by the
USFWS. A preliminary conceptual drawing showing the
revised pool of Chessman Reservoir can be found in the
addendum to the draft RI and draft FS reports. EPA
estimates that the proposed expansion of Chessman will
inundate approximately 15 to 20 acres of current wetlands.
During remedial design, EPA will consult with the USFWS
in determining wetland losses and establishing appropriate
mitigation approaches and wetland replacement for those

C-39


-------
Comment Letter on Proposed Plan from R. Mark Wilson, U.S. Fish and
Wildlife Service - November 21, 2001

levels, as well as copper sulfate treatment. Once plans for the
Chessman Reservoir expansion have been drafted, potential
wetland loss could be determined. The Service could then
calculate wetland mitigation acres needed based on the
Habitat Equivalency (HEA) model in order to insure
compliance with wetland Applicable or Relevant and
Appropriate Requirements (ARARs). Depending on the
mitigation acres needed, Banner Creek wetland could
provide a suitable site for mitigation.

B. Utilization of the HEA model will provide an accurate
estimate of the acres needed for mitigation based on
productivity of the natural and the mitigated wetland. The
Service has concerns about mitigating a high altitude
wetland because of the time required for the wetland to
become fully functional under short growing seasons. In the
HEA model, mitigation acreage, the Service recommends
that mitigation be completed prior to the loss of the
Chessman Reservoir wetland. This would reduce the
amount of lost wetland services, and thus the mitigation
acreage required. The Service is available to assist with
wetland delineation and evaluation during remedial design.

Thank you for the opportunity to review and comment on the
aforementioned document. The Service looks forward to
participating in the remediation of the Upper Tenmile Creek
Mining Area Site and is ready to assist in the development and
implementation of any post-remedy biological monitoring plans.
Should you have any questions concerning these comments or

Q:\Tenmile\Record of DecisionNFinal ROD (for real) June 20C2\Append C - Respons SLmm\C-l\Final RODC-I.wpd

Response

loses. EPA agrees that a prime candidate site for wetlands
mitigation would be to improve the impaired wetlands along
Banner Creek. EPA also recommends that EPA and USFWS
jointly conduct detailed evaluation of the current baseline
wetlands conditions at both the Chessman location and the
Banner Creek location prior to remedial design.

B. In consultation with USFWS, EPA will incorporate wetlands
mitigation into its overall remedial action planning, design,
and construction process. The timing of wetlands mitigation
will be dependent on where and when other site construction
activities are occurring and on funding considerations.

C-40


-------
Comment Letter on Proposed Plan from R. Mark Wilson, U.S. Fish and
Wildlife Service - November 21, 2001

require additional information, please contact Ms. Karen Nelson
of this office at (406) 449-5225 extension 210.

Sincerely,

R. Mark Wilson
Montana Field Supervisor

Enclosure

cc: USEPA, R-8, Denver, CO (Attn: Dr. Dan Wall)

Q:\Tenmile\ReconJ of DecisiorAFinal ROD (for real) June 20C2\Append C - Respons Summ\C-[\Final RODC-I.wpd

Response

C-41


-------
Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

Mr. Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Ave., Drawer 10096
Helena, MT 59626

Dear Mike:

This letter is in regards to U.S. EPA-Region VIII's Proposed Plan -
Upper Tenmile Creek Mining Area Site, Lewis and Clark County,
Montana. We appreciate your efforts to continue with
substantive water quality improvements in the Tenmile basin
and your efforts to maintain the spirit of cooperation between
agencies, interested groups and landowners. Thank you for this
opportunity to provide our comments. We look forward to the
good work that is still to come.

Our comments are grouped into several sections for clarity
which include: I. General Comments on the Proposed Plan, II.
Resource specific comments on the Proposed Plan; III.Followup
comments to our joint meeting regarding roads on November 27,
2001; and IV. Identification of a conceptual process for
proceeding with a land exchange between the City of Helena and
the Forest Service to resolve issues regarding enlargement of
Chessman Reservoir.

I. General Comments on the Proposed Plan

We have identified several items in the Plan that will likely occur
in whole or part on National Forest System lands. These include
removal and d isposal of contaminated materials to the Luttrell

Upper Tenmile Creek ROD

Response


-------
Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

repository, source controls and treatment facilities of acid mine
drainages, enlargement of the Chessman reservoir, and removal
of contaminated roadway materials. The Chessman reservoir
item will be discussed below. As always, we are looking for
solutions that minimize long term operations and maintenance,
minimize potential conflicts with landowners and Forest Service
permits, and retain the inherent character of National Forest
System lands within the framework of meeting Remedial Action
Objectives. At some future juncture, we would like to have a
joint meeting with you as the Remedial Project Manager and
Steve Way, the Removal Project manager regarding the transition
of duties and responsibilities for theLuttrell Pit Repository and
ancillary facilities.

It is our understanding that the specifics of design and execution
of many of the proposed cleanup items will be done with our
followup involvement through the process identified in the
Memorandum of Understanding (MOU) between the USDA
Forest Service, Northern Region and Environmental Protection
Agency Region VIII Regarding Abandoned Mine Land Response
Actions in the Basin, Cataract, Tenmile and Nearby Watersheds
within Jefferson, Powell and Lew is and Clark Counties,

Montana. I expect the MOU will be signed early in January of
2002. Will you be preparing a Work Plan or similar document
that lays out a proposed overall schedule for completing the
items identified in the Record of Decision? Possibly we could set
up an annual joint meeting in the early fall that identifies the
work items to be developed in that year so that my staff can plan
their involvement accordingly. We should also schedule a joint

Upper Tenmile Creek ROD

Response

EPA will work closely with the USFS during remedial design
and remedial action. An early step in EPA's remedial design
process will be to establish an overall project design and
implementation schedule. When a draft of that schedule is
prepared, EPA will provide copies to DEQ, the USFS, and other
involved parties for review and comment. EPA agrees that
meetings every fall, prior to design, and spring, prior to
construction, would be valuable coordination tools. One agenda
item for the spring 2002 meeting should be the overall project
priorities and schedule. It is important to note, however, that
availability of funding may be a major determinant in setting the
final cleanup schedule.

C-43


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Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January T, 2002

meeting in early spring prior to the upcoming field season to
ensure any lingering issues are resolved.

II. Resource Specific Comments

The MOU referenced above provides a broad general framework
for the EPA and Forest Service to coordinate actions. The
following resource specific comments are especially applicable
on the Helena National Forest for your consideration during
project planning stages.

Heritage

The EPA's acknowledgment in the proposed plan of its historic
preservation obligations under the National Historic
Preservation Act is commendable. The EPA is further
commended for completing in 2001 a baseline analysis of long
term preservation and interpretation opportunities for historic
mining ruins in the Rimini Mining District. This document will
be very useful for identifying heritage resources worthy of
protection early in the project specific planning stages. In this
regard, we are interested in closely coordinating with EPA to
identify, evaluate and actively protect significant historic mining
ruins or features, particularly those on or adjoining National
Forest land.

We strongly encourage the EPA to develop a Memorandum of
Agreement now with the State Historic Preservation Office
(SHPO) and with the Forest Service as a supporting agency, that
clearly identifies the procedures that will be invoked to facilitate

Upper Tenmile Creak ROD

Response

The comment is noted. EPA will continue to involve USFS staff
in discussions and evaluations regarding historic resources at the
site.

EPA intends to pursue development of a memorandum of
agreement with the Montana SHPO. EPA will keep the USFS
informed of and involved in that process.

C-44


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Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

protection of significant ruins and features during
implementation of the cleanup items in the Record of Decision.
We also encourage you to work with the Forest Service and
community of Rimini in developing interpretive signing for
historically significant, but cleanup affected mining ruins.

Wildlife

As you are aware, wildlife issues have been raised internally and
from members of other agencies and the public. The prominent
issues include road imp rovements and effects on the connectivity
of wildlife habitat as well as increased future motorized access,
and the potential for increased private land development
associated with improvements in the roads infrastructure,
intentionally or otherwise. While these issues normally are
outside the scope of consideration in analyzing remedial actions,
we appreciate your willingness to explore opportunities to
respond to them within the context of the proposed CERCLA
actions for the Tenmile. We are committed to working with you
to the extent possible to respond to these issues in a timely
manner to minimize impacts to wildlife and other National
Forest resources in the upper Tenmile watershed.

Recreation

Road restrictions or road closures associated with EPA actions
have the potential to impact recreation opportunities on public
land in the Tenmile watershed. Our management interests also
include roads where we may incur a long term maintenance,
custodial or permit management responsibility. We would like to

Upper Tenmile Creek ROD

Response

The comment is noted.

During remedial design, EPA will work closely with the USFS,
USFWS, DFWP, DEQ, affected property owners, and other
interested parties to develop site-specific access road
construction and removal/reclamation specifications. EPA's

C-45


-------
Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

emphasize our involvement during the planning stages of
removal or remedial projects where roads may be impacted.

Watershed

It is important that as part of the design for individual projects
on the Forest that the desired condition of the mine site be agreed
upon. This includes drainage, vegetation, access, etc. We are
interested in pursuing the development of the desired conditions
as part of project planning.

We are interested in being involved in the identification of adit
discharges that will be selected for some kind of treatment
system. We would also Hke you to consider the discharge from
the Paupers pit site at the head of Monitor Creek for a similar
evaluation.

Lands/Roads

As the Proposed Plan has identified, there are approximately 70
priority mine waste sites that are recommended for removal to
the Luttrell repository. Based on our understanding of the issues
associated with upgrading new roads and potential for private
land development, perhaps there are some sites where onsite,
low impact reclamation practices could be implemented where
road improvements and access are not needed. We are assuming
we can explore that possibility during development of the site
specific project plans.

Upper Tenmile Creek ROD

Response

general approach will be to maintain post-remediation road
conditions similar to pre-remediation conditions.

The comment is noted. EPA will work closely with the affected
parties to define desired post-remediation conditions during the
remedial design process.

Last fall, EPA began the initial stage of the ROD-mandated four-
phase approach to addressing acid mine drainage at the site. An
inventory of adit discharges at 37 mine sites was conducted. The
inventory included evaluation of water inflow potential to the
mine workings, measurement of adit discharge flow, and
collection of water quality samples. EPA will provide the USFS
and other parties with the draft report when available. The
referenced discharge from the Paupers Pit site is responsibility of
DEQ and has not been included in EPA's analysis.

EPA will evaluate access road need s during remedial design.
Based on information gathered during the RI/FS process, EPA
determined that removal of waste materials and disposal of the
wastes at the Luttrell repository is the most appropriate remedy
for the 70 noted sites. A key factor in that determination was the
fact that long-term effectiveness of the cleanup is enhanced if the
wastes are removed to the secure Luttrell repository. If
additional information obtained during remedial design
indicates that other remediation approaches may be more

C-46


-------
Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

III. Followup Comments to the Joint Roads Meeting

I appreciate your coordination of the joint roads meeting for the
Tenmile that occurred on November 27th. While we are mostly
familiar with the issues and positions identified, there were some
new points brought up that will be beneficial to our
considerations and project specific input to you regarding roads.
As you are aware, there is no more contentious area of public
land management than roads. The private land inholding pattern
and development activity in the Tenmile basin add additional
issues and complexity. The coordination process identified in the
MOU should provide for the Forest Service to be fully involved
during planning stages of individual projects so that any private
land permitting, or other management activities on our part can
be accomplished in a timely fashion.

I would like to briefly reinterate the commitments made by (he
Forest Service at that meeting.

1) The Forest Service did not make any site specific road
decisions in the meeting nor did we determine a "one size fits all"
solution for any new road construction that may be needed.
However, we will be providing our input regarding individual
new or improved roads, road use permits, gates, signs etc.
during the site specific planning that will occur as identified in
our MOU. Currently I do not plan on initiating the travel
planning process for the overall Tenmile watershed before 2004.

Upper Tenmile Creek ROD

Response

effective, while causing less short-term construction impacts,
then EPA will consider that information at that time. EPA will
work closely with the USFS and other interested parties during
remedial design.

The comment is noted. EPA appreciates the efforts of the USFS
in helping to address the issue of access roads and potential
impacts on wildlife resou rces for this project.

C-47


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Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

2)	We agreed to put together a general picture of the roads and
entities owning/responsible for them for theTenmile basin and a
description of the maintenance standard of the road (McKenna).

3)	Duane Harp agreed to take the lead with the Tenmile
Watershed Steering Group and others to define a Desired Future
Condition for the watershed.

4)	We agreed to work with the other agencies and interested
groups during development of cleanup projects to ensure that
project specifics, including road development, are understood.
This also applies to the long term management implications for
Chessman Reservoir with regard to fish and wildlife.

IV. Land Exchange Process

The City of Helena approached the Helena Forest several years
ago regarding an interagency land exchange in the Tenmile
watershed so that the city could more efficiently manage its
municipal water supply infrastructure, instead of work through
complex and costly permits with the Forest Service. It also
became very apparent during the development of the Remedial
Plan for the Tenmile that the proposed improvements to the
Chessman Reservoir would further complicate the management
and permitting of the City's infrastructure and possibly lead to
delays to implementing EPA's Plan.

In order to facilitate the response action involving the
enlargement of Chessman Reservir, the Regional Forester will
make a time critical CERCLA decision including the exchange of

Upper Tenmile Creek ROD

Response

The comment is noted. EPA appreciates that efforts of the USFS
and the City of Helena in consummating a land exchange that
will help facilitate implementation of EPA's remedial action and

C-48


-------
Comment Letter on Proposed Plan from Tom Clifford, U.S. Forest
Service - January 7, 2002

these lands. You have stated that this exchange would be
consistent with the Record of Decision for the Tenmile NPL site.
We will be initiating our CERCLA action for the exchange early
in 2002.

We look forward to working with you on the future cleanup
actions in the Tenmile. If you have any questions or need further
clarification regarding this letter, please contact me at (406)
449-5201 ext. 275 or contact Helena District Ranger Duane Harp
at (406) 449-5490.

Sincerely,

TOM CLIFFORD
Helena Forest Supervisor

Cc: USDA Forest Service-Bob Kiikpatrick, Ray Tesoro, A1
Christophersen, Duane Harp, Kurt Cuneo, Beth Ihle, Carl Davis,
Charlie McKenna, Denise Pengeroth, Brent Costain, Sharlene
Larance, Bo Stuart, Archie Harper, Tom Fox

MDFWP-Mike Korn, Gayle Joslyn, Don Skaar

Montana DEQ-Vic Andersen, Craig French

Jim Posiwitz

Chuck Watters

Montana DNRC- Jesse Aber

Prickly Pear Water Quality Protection District - Jim Wilbur

City of Helena- Tim Burton

Lewis and Clark County Commission

Lewis and Clark County Planning

Upper Tenmile Creek ROD

Response

improvement of water quality and stream flow conditions
Tenmile Creek.


-------
Draft Proposed Plan Comments and

Responses


-------
Comment Letter from Thomas Clifford to Robert Fox, USEPA - July 20,
2001

July 20, 2001

Robert L. Fox, Superfund Program Manager
U.S. Environmental Protection Agency
Region 8, Montana Office
Federal Building, 301 S. Park, Drawer 10096
Helena, MT 59626-0096

Dear Bob:

Thank you for sending us the draft proposed plan for the Upper
Ten Mile Creek Mining Area Superfund Site.

My staff has given the document a preliminary review and
thinks the range of alternatives you have identified is adequate
and that the proposed plan can be released to the public. Rather
than respond with any questions or comments on the proposed
plan at this time, we would like to arrange a meeting with your
staff for that purpose. Please contact Forest M inerals Geologist
Beth Ihle (266-3425) or Helena District Ranger Duane Harp
(449-5490) to arrange such a meeting.

I appreciate the high level of coordination and cooperation our
two staffs have shared in the Ten Mile drainage in the past and
look forward to working with you on this new plan.

Sincerely,

THOMAS J. CLIFFORD
Forest Supervisor
Cc: B. Ihle
D. Harp

Upper Tenmile Creek ROD

Response

The comment is noted. EPA met with the USFS on November 8,
2001 to discuss USFS comments on the final proposed plan.

C-51


-------
Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

Requested changes to the Upper Tenmile Proposed Plan

Earlier comments submitted by DEQ regarding the Feasibility
Study have not been responded to yet. Comments were made
requesting references of successful implementations of biological
treatment systems in this part of the country. Please provide
these documents.

DEQ does not wish to determine the method of water treatment
before source control methods have been explored thoroughly.
The second and third bullets under Acid Mine Drainage on page
2 would be a good place to use language that emphasizes source
control. Treatment would not be considered until after source
control methods have been evaluated. Perhaps these two bullets
could be used as replacements:

•	Implement those source control methods that demonstrate potential
to reduce the quantity of acid mine drainage on a larger scale.

•	Physical/chemical or biological treatment systems will not be
designed and implemented to remove contaminants from any adit
discharges until EPA and DEQ determine water treatmen t is
necessary and appropriate under Phase 4 of he Reducing Operation
and Maintenance Costs (page 12).

EPA and DEQ will determine what level of water treatment is
necessary as part of the Remedial Design/Remedial Action
phases (see revised text box "Reducing Long-term Operation and
Maintenance Costs," page 12 attached).

Under Groundwater on page two, the second bullet should be:

Upper Tenmile Creek ROD

Response

References to biological treatment systems were provided in the
Rl/FS addenda report.

The final proposed plan and the ROD have incorporated the
essence of the requested revisions.

The text of the final proposed plan was clarified to emphasize
flow reduction.

C-52


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Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

•	Source control actions for waste rock and tailings and acid
mine drainage would be expected to reduce groundwater
flow and contaminant levels over time.

Under Surface Water on page two, the bullet should be rewritten
as:

•	Source control actions such as run-on and run-off storm water
controls and grouting, for waste rock and tailings and acid
mine drainage,...

Under Stream Sediments on page two, replace the word "with"
in "with disposal at the Luttrell Repository." to for.

Page 5, the second column, first sentence under Ecological Risk
Assessment, define COCs. Page 9, the second column, the first
paragraph, Add this phrase to the end of the third sentence: and
minimize infiltration.

Page 9, the second column, in the second paragraph, replace
"remedy" with remediate in the fourth sentence and replace
"Accomplish major reduction of" with significantly reduce in the
fifth sentence.

Page 10, the second paragraph under Alternative 3, the third
sentence, replace "comply" with result in compliance.

On page 10 where Alternative 4 is discussed, DEQ recommends
removing the references of AD5 and AD4 throughout the
discussion and replacing those with references to the revised

Upper Tenmile Creek ROD

Response

EPA considers source control to include all surface and
subsurface actions to reduce both contaminant leading and
discharge flow rates.

Editorial corrections were made in the final proposed plan
consistent with the comments noted.

In the final proposed plan and ROD, EPA has identified and
included a new alternative AD4/5 to incorporate the four-phase
approach for remediating acid mine drainage The approach,

C-53


-------
Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

O&M reduction discussion on page 12. Alternative 4's narrative
could be revised to reflect DEQ's suggested approach as follows:

Alternative 4

PREFERRED ALTERNATIVE

Remove mine wastes to Luttrell for category C, D, and E sites
(WR4) and no action for category A and B sites (WR1); water
inflow reduction at all mines with adit discharge s, follow the four
phase plan that leads to determining the best method of con trolling acid
drainage (AD ?); implement groundwater use controls (GW3);
remove contaminated residential yards (RY3); remove
contaminated roadways (RD3); no action for surface water
(SW1); and stream sediments (SD1).

Alternative 4 is EPA's preferred alternative. It would provide a
protective remedy for mine waste/tailings by excavating and
hauling to the Luttrell repository mine wastes from category C,
D, and E sites. Efforts would be implemented to reduce inflow of
water into mine workings at all sites to reduce the production of
acid mine drainage. Source control methods will be evaluated
according to the jbur-phased plan on page 12 before physical/chemical
water treatment methods will be considered.

There are no changes in second paragraph.

Alternative 4 would provide a protective remedy, relative to
mine waste/tailings, that would be effective in both the long and
short-term. It would effectively isolate the most significant waste
piles at the site (wastes at category C, D, and E sites) by placing

Upper TsnmiJe Creek ROD

Response

developed in consultation with DEQ, contains the essential
elements of DEQ's comments here, primarily that all appropriate
efforts for flow reduction be taken prior to implementation of
adit discharge treatment components, in order to minimize long-
term O&M costs for treatment. EPA has agreed with that
approach. EPA does not believe that all loading from AMD can
be addressed by source control and flow reduction alone.
Current data indicate that some treatment of AMD will be
required to meet state ambient water quality standards. The
ROD recogizes that some treatment of residual adit discharge
flows will be necessary and treatment costs are factored into the
remedy cost estimates.

C-54


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Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

them in a lined regional repository with effective leachate control
and monitoring. Contaminated streams-

Page 12, Table 2, Comparison of Alternative Number of Sites and
Flow Rates of Acid Mine Drainage, should be removed since the
form of water treatment will not be determined until the four
phased O&M reduction plan reaches that point.

Please replace the text in the text box on page 12 with the
following language:

Reducing Long- term Operations and Maintenance Costs

EPA is committed to implementing a comprehensive cleanup cf mine
waste sources so that long-term operation and maintenance (O&M)
needs can be minimized The State of Montana is responsible for the
costs of all long-term O&M of the completed remedy The primary
remedy feature that may entail considerable O&M costs is the long-
term treatment of acid mine drainage from the mine adits. EPA and
DEQw ill evaluate an d impleme nt the reme dy for acid m ine drainage in
a four-phased approach. The first phase will consist of overall
assessmentof the potential to achieve remedial objectives and significant
O&M cost savings through source con trols to redu ce the volu me of acid
mine drainage from individual mines. The second phase will include
detailed design investigations and pilot studies at certain mine sites to
demonstrate source control techniques. Taking into consideration the
information generated from the investigations and studies, and, after
evaluating the net effect of source removal(s) upon water quality, he
third phase would include full-scale implementation of source control
measures at specific mine sites. If EPA and DEQ agree that water

Upper Tenmile Creek ROD

Response

EPA incorporated the substance of the recommended changes
into the final proposed plan and ROD.

C-55


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Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

treatment facilities are required to remove contaminants from the
residual adit discharge flows, EPA will design and implement
construction of water treatment facilities necessary and appropriate to
meet remedial objectives in the final phase.

I.	Phase 1- Remedial Design

•	Investigate mine maps, records and geology of specific mine
workings

•	Evaluate and map potential surface water inflows to mine workings

•	Identify mine sites where flow reduction or other source control
techniques could be potentially successful

•	Conduct sampling and tracer studies to determine water inflow and
contaminant release locations

II.	Phase 2- Remedial Design

' Open portals and adits where possible to gain access to mine
workings

•	Conduct additional detailed sampling and tracer studies if
necessary

•	Conduct pilot studies offlow reduction, segregation, grouting, mine
plugging, or other source control techniques

III.	Phase 3- Remedial Action

•	Implement full-scale source removal and source control actions at
mine sites where-necessary

•	Continue to monitor success of source control actbns

IV.	Phase 4- Remedial Design/Remedial Action

•	Begin design and construction of facilities to treat residual adit
discharge where EPA and DEQ agree a treatment facility is (or
treatment facilities are) necessary and appropriate

Upper Tenmile Creek ROD

Response


-------
Comment Letter from Montana Department of Environmental Quality
on Draft Proposed Plan (no date)

EPA will begin the adit flow reduction effort at the beginning of
remedial design It is anticipated that two years of investigation, design
and evaluation of source control techniques would be required prior to
implementing a full-scale source control actbnfor the Site. Evaluation
of water treatment op tions wou Id begin in the third yea r. EPA w ill
conduct all phases of the design and implementation of the appropriate
source control measures, as well as any water treatment facilities
necessary and appropriate to remove contaminants from the residual
adit discharges, in full consultation with DEQ.

Please explain each of the O&M categories in Table 3 with more
detail. Where do these numbers come from? What is the Waste
Rock/Tailings cost? Please provide the number crunching used
to estimate the Luttrell Repository O&M cost.

Please include DEQ's share of the estimated O&M costs of the
preferred Rimini Community Water System Alternative with the
total O&M costs for the site.

Page 18, the second line from the top, "mining related" should be
mining-related.

Page 18, number 3, the last sentence should be rewritten as:
Should an alternative with suchhigh operation and maintenance be
implemented?

Upper Tenmile Creek ROD

Response

Detailed cost estimates have been included in the RI/FS addenda
report.

The O&M costs for the Rimini community water system would
be borne by the users of the system, not DEQ.

C-57


-------
Comment Letter from Stan Frasier on Draft Proposed Plan - August 2,
2001

August 2, 2001

Mike Bishop, Administrator
U.S. Environmental Protection Agency
301 South Park	Rm 192

Helena, MT 59626

Dear Mr. Bishop,

The Helena Hunters and Anglers Association would like to
express its interest in preserving the wild land character of the
Ten Mile Creek watershed while supporting the goal of
improving the stream's water quality and reclaiming associated
mine sites in the watershed. The Association's Board of Directors
met on July 31, 2001 and approved of expressing our
organization's concern in the enclosed resolution.

Our concern is presently focused on maintaining critical wildlife
wetlands in the watershed along with preserving backcountry
hunting opportunity. In addition, we believe the issue of
maintaining wild life corridors between associated wild lands in
the Northern Rockies is a valid biological concern. All of these
issues are relative to the Ten Mile Watershed project and we
believe, with the proper attention in planning they can all be
retained and possibly be enhanced.

Please take time to consider our resolution and we would
appreciate being included in the review of alternatives being
considered in this watershed.

Upper Tenmile Creek ROD

Response


-------
Comment Letter from Stan Frasier on Draft Pioposed Plan - August 2,
2001

Sincerely,

Stan Frasier
President

THE HELENA HUNTERS AND ANGLERS ASSOCIATION
RESOLUTION #2

TEN MILE WATERSHED PROJECT

Whereas: The Ten Mile Creek watershed is a key resource
supporting multiple uses of public forest lands including fish,
wildlife, and the drinking water supply of the Helena
community, and

Whereas: Helena Hunters and Anglers endorse the efforts of
the Ten Mile Watershed Group to protect and restore the
integrity of the watershed including resolving stream flow
depletion problems and addressing abandoned mine impacts,
and

Whereas: The Ten Mile Creek Watershed has long supported
dispersed hunting recreation for animals secure in defacto
wildlands, and

Whereas: International conservation efforts are w orking to
maintain wildlite habitat corridors between the wild lands of the
Northern Rockies and the Greater Yellowstone Ecosystem. In
this context, the relatively remote areas of the headwaters of Ten

Upper Tenmile Creek ROD

Response

C-59


-------
Comment Letter from Stan Frasier on Draft Proposed Plan - August 2,
2001

Mile Creek watershed are now or are expected to be habitat for
the natural expansion of grizzly bears extending their range
south from the Bob Marshall Wilderness complex, and

Whereas: The wetlands of the headwaters of Ten-Mile Creek
are a critical habitat type for elk, moose, bear and a variety of
other species of birds and mammals.

Now therefore be it resolved: The Helena Hunters and Anglers
Association, while supporting these reclamation efforts, urge the
Ten Mile Watershed Group to explore alternatives to the creation
of a reservoir that minimize wildlife impacts, and

Be it further resolved: That hunters and anglers be included in
the planning process for the reclamation of this watershed.

ADOPTED BY THE HELENA HUNTERS AND ANGLERS
ASSOCIATION

Upper Tenmile Creek ROD

Response

In response to public comment, EPA has rejected the alternative
of constructing a reservoir at the Travis location to avoid
potential wetlands and wildlife impacts. Additional water
storage capacity will be obtained by upgrading Chessman
Reservoir.

The Helena Hunters and Anglers have been invited by EPA to
participate in the ongoing facilitated discussions regarding
wildlife issues and access roads necessary for the Superfund
cleanup.

C-60


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Comment Letter from Mchael Korn on Draft.Proposed Plan -
September 25, 2001

September 25, 2001
930 Custer Avenue W
Helena, MT 59620-0701

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

Tom Clifford, Supervisor
Helena National Forest
2880 Skyway Drive
Helena, MT 59602

Janette Kaiser, Supervisor
Beaverhead-Deerlodge NF
420 Barrett Street
Dillon, MT 59725-3572

Dear Mr. Bishop, Supervisor Clifford, and Supervisor Kaiser:

Montana Fish, Wildlife and Parks appreciates that the EPA and
participating agencies/organizations have agreed to reconsider
construction of a reservoir in the meadows of upper Tenmile
Creek. This area is virtually irreplaceable wet meadow habitat
that is of vital importance to wildlife of the drainage.

We remain concerned, however, about road development and
upgrades for the purpose of hauling toxic mine waste. While we
recognize the practical necessity of hauling the materials and

Upper Tenmile Creek ROD

Response

The reservoir considered for upper Tenmile Creek was not
included in EPA's selected remedy.

C-61


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Comment Letter from Uchael Korn on Draft Proposed Plan -
September 25, 2001

thus, roads on which to haul must exist, we must stress the
importance of wildlife habitat that is being compromised in the
process of the Super Fund cleanup. The cleanup is currently
taking place in the Tenmile drainage (Helena National Forest)
and is about to begin on the Occidental Plateau and other sites
within the Boulder River drainage (Helena National Forest and
Beaverhead-Deerlodge National Forest).

I have included with this correspondence a memo and a letter
from the Fish, Wildlife and Parks wildlife biologist for this area
itemizing a variety of wildlife concerns that have arisen as a
result of the clean up procedure.

While we certainly agree that toxic mine waste must be cleaned
up, we also believe that part of the cost of that clean up lies in
reclaiming impacts that have resulted from the clean up. One of
the unavoidable results of the cleanup will be improved roads,
and even though the plan is to return some of the roads to their
original width, the standard of those roads will certainly be
improved compared to their pre-haul condition. This
improvement to road standard translates into more human usage
and greater wildlife habitat fragmentation. We would urge that a
road density of 1 mile of road per square mile be adopted by the
Forest Service to compensate for improved road standards and
increased traffic.

We are also quite concerned about the plan to develop a high
standard, 30 foot, 6.1 mile paved highway (proposed as Montana
Forest Highway Route 98) beginning at Highway 12 and
"...ending at Chessman Reservoir intersection, just north of the

Upper Tenmile Creek ROD

Response

EPA has committed to reclaiming or removing roads to the pre-
removal conditions to the extent practicable. During remedial
design, road construction and reclamation/removal
specifications for each mine site will be developed by EPA in
consultation with federal and state land and wildlife resource
management agencies, affected property owners, and other
interested parties.

The proposed paving of Montana Forest Highway Route 98 is
being considered by the Federal Highway Administration and
has nothing to do with the EPA Superfund project.

C-62


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Comment Letter from Mchael Korn on Draft Proposed Plan -
September 25, 2001

community of Rimini." We have reason to believe that certain
species of wildlife have been displaced from their normal
movement corridor along the Continental Divide and are using
the country between a point on the Continental D ivide roughly
at Jericho Mountain in a southeasterly direction through the
Black Mountain Roadless Area (Beaver Creek drainage), through
the Chessman Reservoir-Park Lake area onward to the
Occidental Plateau and the Boulder Divide, and then to the
Elkhorn Mountains. Thus, a highway ending at Beaver Creek
would clearly draw traffic into making the loop route from
Tenmile Creek up Beaver Creek, and over to Park Lake and back
to Interstate 15. However, because Beaver Creek acts as a
conduit for wildlife, the existing low standard, rough road
should remain as it is, or even removed.

In addressing these issues we urge you to:

•	Commit EPA funding for the cost of reclaiming roads
associated with clean up, factoring in increased traffic as a
result of higher standard road s as soon as the project is
completed;

•	If Route 98 is constructed, build to a lower standard, using
chip sealing and wildlife crossings;

•	Avoid upgrading any additional roads unless those roads are
removed and reclaimed post cleanup, in particular the
Beaver Creek road (between Red Mountain and Black
Mountain);

•	Remove other roads that compromise the proposed new
standard of 1 mile of road per square mile;

•	Commit to the cost of intense enforcement of off-road vehicle
use of the clean up areas for at least 5 years.

Upper Tenmile Creek ROD

Response

Reclamation/ removal of access roads will be part of EPA's
remedial action and will be funded the same as other remedy
components.

Improvements to Rimini Road north or the Chessman Road
(Route 98) are not part of EPA's action.

Specifications for particular access roads will be determined
during remedial design.

EPA can not be responsible for reclaiming/ removing roads other
than those used to access mine sites for cleanup purposes.
EPA can not fund land management enforcement activities ,
since these appropriately are the responsibility of other agencies.

C-63


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Comment Letter from Michael Korn on Draft Proposed Plan -
September 25, 2001

We are willing to participate and provide wildlife habitat
expertise for the duration of the clean up process. Because the
process is well underway and moving rapidly, we request
written correspondence in a timely manner relative to the points
raised here.

Again, thank you for considering wildlife in you re evaluation of
the reservoir, and we look forward to helping to minimize
wildlife habitat fragmen tation in this project.

Sincerely,

Michael Korn

Helena Area Coordinator

c: Pat Flowers, Supervisor FWP Region 3
Mack Long, Supervisor, FWP Region 2

Upper Tenmile Creek ROD

Response

EPA appreciates the consultative support of DFWP in this
project.

C-64


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Comment Letter from Gayle Joslin to Mike Karn - September 4, 2001

TO:	Mike Korn	DATE: September 4,2001

FROM: Gayle Joslin

UPPER TENMILE WATERSHED TOUR
August 29, 2001

The Helena Ranger District and the Environmental Protection
Agency hosted a tour of the mine waste clean up project for
approximately 20 individuals from the City of Helena (water
treatment and planning), Lewis and Clark County
(commissioners and planners), local residents, the Helena
Hunters and Anglers Association, and Montana Fish, Wildlife &
Parks. Several photos were taken.

There are approximately 150 mine sites in the area, 70 of which
will be cleaned up. Toxic mine waste clean up is viewed as a
positive step. However, from a wildlife habitat and population
perspective the following points are problematic:

•	This project has been underway for about 2 years. The
Tenmile Watershed group has been meeting for about 4
years.

•	Wildlife was not considered in the planning process of this
project.

•	High standard roads have been and will continue to be built
to accommodate hauling of mine waste.

•	Once the cleanup has been completed in the Upper Tenmile
watershed, the project will move into the Upper Little
Blackfoot and the Cataract Meadows areas — both very
important wildlife areas.

•	The Continental Divide Wildlife Corridor has been severely

Upper Tenmile Creek ROD

Response


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Comment Letter from Gayle Joslin to Mike Korn - September 4, 2001

compromised, and may not be functioning for wildlife
movement in the vicinity of the defunct Pegasus Mine and
the Luttrell Pit mine waste repository. This area now has the
appearance of an industrial site.

•	If road systems are to be removed, reduced or reclaimed,
then funding through the EPA process mu st be factored into
the cost of their removal as part of this project. The Helena
District Ranger indicated that the Forest Service intends to
address these newly created, high-standard roads "in the
future" during the Roads Analysis process, or even later in
the Watershed M anagement plans (up coming is the Little
Blackfoot). The Roads Analysis process will NOT address
anything smaller than system roads (OHV routes and old
pioneered roads will not be addressed). Funding must be
secured now, to remove the roads that are being created from
this EPA project and are compromising wildlife habitat
(habitat effectiveness, security).

•	A Cumulative Effects analysis addressing wildlife, habitat,
and security must be prepared with respect to the cleanup
project, and must be factored in as a part of the project —
probably a task to be undertaken by the Forest Service. This
analysis will reveal needed accommod ations to retain
wildlife habitat (road and area closures).

•	A 30' wide highway is planned for construction up the
Tenmile drainage, which will end just short of the town of
Rimini, at the Beaver Creek road.

•	FWP has systematically opposed upgrading the Beaver Creek
road in order to minimize habitat fragmentation for wildlife.

•	Many of the mine sites that are being cleaned up are in the
Black Mountain Roadless Area, which are accessed by the
Beaver Creek road.

Upper Tenmile Creek ROD

Response

EPA will be responsible for and will fund reclaiming/removing
roads that it has constructed or im proved for access for its
cleanup actions to the extent practicable. The comment appears
to imply that EPA should be responsible for other roads in the
road system, such as OHV routes and old pioneered roads). EPA
can not be responsible for reclaiming or removing roads that it
did not use in its cleanup.

A cumulative effects evaluation may be useful or necessary in
making land management decisions, but is not required in a
Superfund ROD. EPA will continue to consult with resource
managers, land owners, and interested parties in considering
wildlife issues during remedial design.

The proposed highway is not part of EPA's action.

The comment is noted.

The only site in the Black Mountain Roadless Area proposed for
cleanup is the Upper Valley Forge; cleanup there is complete
except for potential additional actions addressing the adit

C-66


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Comment Letter from Gayle Joslirt to Mike Korn - September 4, 2001

•	The issue of Potentially Responsible Parties (PRPs) has not
been resolved, yet roads are being upgraded to these
properties for cleanup.

•	There are 18 mine waste dumps in the Black Mountain
Roadless Area. Adit discharges are also an issue. They are
burying the adits (photo). The FS says that roads must
remain to private lands even if they are PRPs. Weed control
will occur for 4-5 years (then what?).

•	Several of these mine sites will retain the upgraded road to
private lands, thus creating a collective additional impact
from the cleanup process. In addition, leveled "staging"
areas that are now being used for the clean up will remain for
the use of the landowner — convenient and accessible home
sites. Pressure will be brought to bear by these landowners
to upgrade the Beaver Creek road.

•	Instead of being able to use the Continental Divide as a
movement corridor due to the development of 15' wide haul
roads and the industrial complex on the crest of the divide
between Tenmile Creek and Basin Creek, wildlife are most
likely to use (and apparently are using) an alternative
corridor from Jericho Mountain, across Tenmile Creek,
through the Black Mountain Roadless area, into the
Chessman Reservoir-Park Lake country and on to the
Occidental Plateau and the Boulder Divide. From the
Boulder Divide, the Elkhorns likely become the conduit for
movement for grizzly bears (12 reports in my data base along
the Continental Divide), wolverine, wolves, and other
wide-ranging species, as well as servingas seasonal home
ranges for big game species (elk, moose, deer).

•	There will be a push to up-grade the Beaver Creek road. This

Upper Tenmile Creek ROD

Response

discharges.

EPA has conducted initial PRP searches and has not identified
viable PRP's for the site. Road improvements have been
necessary for cleanup irrespective of PRP status.

The referenced waste dumps were at the Upper Valley Forge site.
Weed control actions will continue as part of ate O&M until no
longer necessary.

Most of the access roads at the Upper Valley Forge site have been
completely removed. Staging areas for construction support
were reclaimed similar to pre-construction conditions.

The comment is noted.

The comment is noted.

C-67


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Comment Letter from Gayle Joslin to Mike Kern - September 4, 2001

must be resisted in order to retain what connection still
remains to mountain range movement corridors to the east of
the Continental Divide and toward the Yellowstone
Ecosystem. Mine waste hauling work in this area will end in
October 2001 — theoretically.

•	Discussion of where to build a reservoir to re-water Tenmile
Creek continues. During the tour we viewed the Banner
Creek site, adjacent to where the haul road already exists on
its way to the Luttrell Pit. The Peerless, Jenny and King adits
are currently bleeding into Banner Creek. The cost would be
$6 million to build the Banner Creek site vs. $4 for the Travis
Reservoir site, or $4 to upgrade Chessman Reservoir.

•	The issue is: The Forest Service took the EPA money to
upgrade roads, but will not have any EPA money to reclaim
or decommission roads in the future unless they act now.

•	Preference seems to be to upgrade the existing Chessman
Reservoir rather than build a new reservoir, although efforts
must be taken to assure that the Beaver Creek road will not
be upgraded between Tenmile and Chessman.

•	When asked whether a Wildlife Report of any kind exists for
this project, Mr. Bishop indicated he didn't think so. I have
not been able to find one. I called Brent Costain at the
Helena Ranger District and learned that he has not yet
written a wildlife report but thinks that perhaps the time is
ripe.

•	Mr. Bishop contends that FWP has had representation in the
form of fisheries. I content that this was not Wildlife
representation.

Clear correspondence should be written to both the Helena

National Forest and the Beaverhead-Deerlodge National Forest

Upper Tenmile Creek ROD

Response

The selected remedy will upgrade Chessman Reservoir.

USFS Superfund removal actions have been conducted with
USFS funding. EPA did not provide funding to USFS for road
improvements.

The comment is noted.

Preparation of a wildlife report or inventory is beyond the scope
of Superfund.

EPA provided reports to and kept the DFWP representative
informed about all aspects of the ongoing Superfund project.

C-68


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Comment Letter from Gsyle Joslin to Mike Korn - September 4, 2001

asking that MFWP wildlife concerns be addressed immediately,
and prior to the onset of any further mine cleanup.

Upper Tenmile Creek ROD

Response


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Comment Letter from Gayle Joslin to Duane Harp, USFS - August 20,
2001

August 20, 2001
Duane Harp, District Ranger
Helena Ranger District
2001 Poplar Street
Helena, MT 59601

Dear Ranger Harp:

I am following up on our conversation of August 17 regarding
the reconstructed road that circumscribes the Tenmile watershed,
along the ridgeline of the Continental Divide from Bullion Parks
to the Basin Creek mine.

During our discussion you indicated that the decision process
followed a format other than NEPA. Please provide reference to
that process, along with guidelines that address wildlife. I
would appreciate receiving a copy of the decision document that
authorized this road, along with analysis of impacts to natural
resources — I am particularly interested in the discussion
regarding wildlife and whether mitigation features were factored
into the decision and whether a BE was done. The road certainly
is an imposing presence, and has changed the character of the
Continental Divide from Minnehaha Creek to the headwaters of
Basin Creek.

This road opens the door to significant motorized usage during
all seasons of the year, and will have a significant impact upon
the integrity of wildlife habitat. The Continental Divide is a
nationally recognized wildlife movement corridor, and provides
habitat to some of the most esteemed and rare wildlife in North

Upper Tenmile Creek ROD

Response

The comment is noted. The improvements to the road along the
Continental Divide to the Luttrell repository were made under
USFS Superfund authorities. EPA will need to utilize that road
for cleaning up mine sites in the Minnehaha Creek subarea for
which EPA has responsibility. EPA will work with the land and
resource management agencies, property owners, and other
interested parties to determine the final disposition of that road.

C-70


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Comment Letter from Gayle Joslin to Duane Harp, USFS - August 20,
2001

America, including lynx and grizzly bears.

If in fact there are no reclamation or mitigation measures
associated with the decision notice that authorized this road, it is
recommended that once the road has served its purpose, that it
be removed from the Continental Divide to restore wildlife
security and habitat integrity that has historically been present in
this fragile, high elevation environment.

Please consider these comments in your Roads Analysis.

Thank you.

Sincerely,

Gayle Joslin

Helena Area Resource Office
Wildlife Biologist

c: Joel Peterson
Mike Korn

Upper Tenmile Creek ROD

Response

C-71


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Comment Letter from Gsyle Joslin to Mike Bishop - July 26, 2001

July 26, 2001

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, Montana 59626

Dear Mr. Bishop:

I was pleased to be able to attend a field tour this week (July 25)
of the wet meadow-marshes in T8N R6W SW 13 where a
reservoir is proposed in 3 of the alternatives listed in the Draft
Proposed Plan for the Upper Tenmile Creek Mining Area.
Enclosed please find a series of photos that I took with my digital
camera. While the quality leaves a bit to be desired, the nature of
the meadows is at least partially captured.

Although I have flown over the area many times in the last two
decades, this was the first time I had been to the site on the
ground. I was immensely impressed with the productivity and
vegetative diversity of the area. The meadows are wet, deep
sponge carpets of grasses, sedges and forbs» with a couple of
beaver ponds near the center. Importance of the site for wildlife
was evident with elk beds throughout and abundant droppings
of elk, moose, deer, and bear.

The site is less than one-half mile from the Continental Divide,
which is recognized as a critical wildlife movement corridor
through the state, between ecosystems. In the past 7-8 years,
reports of grizzly bear have increased in the area from
MacDonald Pass to Boulder Hill, with a female grizzly and
offspring reported in this area in the past three years. The most
extensive use of this area is made by elk, with the Upper Tenmile

Upper Tenmile Creek ROD

Response

The descriptive comments provided in the letter are noted. No
response is necessary.

C-72


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Comment Letter from Gayle Joslin to Mike Bishop - July 26, 2001

watershed providing crucial high nutrition summer range for
several elk herds. Elk that winter in several dispersed wintering
areas converge in the upper Tenmile Creek area to calve, and
spend summer and fall, regaining body condition subsequent to
the demands of winter, pregnancy, birthing, and lactation.
Although somewhat diminished over the past 10 years with
improved access to the Basin Creek mine and now transportation
upgrades for Superfund cleanup, security for big game in this
area has been excellent, and thus the area has been instrumental
in providing secure habitat for big game during the fall hunting
season.. Upper Tenmile Creek is the largest area of relatively
undisturbed wildlife habitat within Hunting District 335. As
security diminishes, hunting seasons also decline, resulting in
increased restrictions and ultimately reduced hunting
opportunities. The wet meadows in upper Tenmile that are
proposed for inundation, support distinct wintering elk herds
from lower Tenmile Creek along the Mount Helena —Black
Mountain Ridge, the Little Blackfoot, upper Basin Creek, and the
Lump Gulch drainages of Prickly Pear Creek.

Moose reside throughout the meadow area, and may be able to
utilize this high, wet basin yearlong, at least during winters with
lower precipitation. Utilization by moose as well as other big
game is probably continuous for 75% of the year, during the
period April through December.

Threatened, endangered or sensitive species likely to occur in the
area include grizzly bear, gray wolf, lynx, wolverine, Northern
goshawk, and Northern bog lemming. The lynx was recently
listed as a threatened species under the Endangered Species Act,

Upper Tenmile Creek ROD

Response

C-73


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Comment Letter from Gsyle Joslin to Mike Bishop - July 26, 2001

and the extent of their habitat includes the Continental Divide
and upper Tenmile Creek area.

The expanded and upgraded tailings haul road that partially
circumscribes the headwaters of Tenmile Creek from the top of
Minnehaha Creek south and east to the Luttrell pit, will not only
experience a high level of use compared to its pre-upgraded
status, but will continue to provide motorized disturbance down
the center of one of the most important wildlife travel corridor in
North America: the Continental Divide; unless of course, the
Helena National Forest determines that this road is in a crucial
location and should ultimately be removed.

The road, together with flooding of the wet meadows in Sections
13 and 14 would be a certain impact upon a wide variety of
wildlife, not only for the T enmile w atershed, bu t also for wild life
of upper Basin Creek, the northern reaches of the Little Blackfoot
south of Highway 12, and for wildlife using the headwaters of
Prickly Pear Creek.

How and where would these wetlands that are proposed for
inundation, be replaced with wetlands of similar quality and
quantity? I am quite familiar with the greater Helena area, being
a native of Helena and having worked as a biologist here for the
past 16 years, but I cannot recall a potential wetland site of equal
extent and quality in this area, that has not been severely
disturbed

If other alternatives can be devised that would not rely on
flooding the wet meadows of the Tenmile drainage, wildlife
habitat and intrinsic values would be maintained to a

Upper Tenmile Creek ROD

Response

The selected remedy includes the upgrade of existing Chessman
Reservoir to achieve additional water storage for flow
augmentation in Tenmile Creek, rather than construction of a

C-74


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Comment Letter from Gayle Joslin to Mike Bishop - July 26, 2001

substantially greater degree. If the options that include reservoir
construction are considered in the final proposal, wildlife
populations and habitats need to be thoroughly analyzed as a
trade-off.

Thank you for this opportunity to comment, and please do not
hesitate to call if you have questions.

Sincerely,

Gayle Joslin

Wildlife Biologist

Helena Area Resource Office

444-4720

cc: Duane Harp, Helena Ranger District

John Rundquist, Public Work Director City County Building

Don Skaar, Pollution Control Biologist, FWP

Jesse Aber,Tenmile Watershed Group, DNRC

Karen Nelson, Toxicologist, FWS, Liason to Superfund

Project

Joel Peterson, Wildlife Manager Region3, FWP
Mike Korn, Resource Program Manager, Helena Area
Resource Office, FWP

Upper Tenmile Creek ROD

Response

new reservoir. That change from the draft proposed plan was
made to address concerns over impacts on wetlands and wildlife
at the potential Travis Reservoir location.

C-75


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Comment Letter from Chuck Parrett on Draft Proposed Plan - July 9,
2001

July 9, 2001

Mike Bishop, Remedial Project Manager
EPA

310 S. Park, Room 192
Helena, Montana 59626

Dear Mike,

I am writing in response to the DRAFT proposed plan for
cleanup of the Upper Tenmile Creek watershed. My comments
represent my personal opinions only and should not be
considered as any kind of official position or opinion of my
employer, the U.S. Geological Survey. As you know, I am a
landowner in the Upper Tenmile Creek Watershed, and I
welcome efforts by the EPA to mitigate water-quality problems
in the Tenmile Creek watershed. 1 do, however, question whether
the proposed plan, particularly the preferred alternative is the
most efficient and cost-effective way to take care of the problem.

The bulk of the work outlined in preferred alternative 4 is the
removal of mine waste rock and tailings to the Luttrell Pit. As
evidenced by the clean-up activities so far undertaken, this
requires a substantial amount of new road work or substantial
upgrades to existing roads. This kind of massive road work has
its own environmental and social cost, and I question whether
the long-term benefits of clean-up of the 70 or so additional mine
sites proposed in alternative 4 will outweigh those
environmental and social costs. While 1 strongly support the
removal of mine waste from the sites that provide the greatest

Upper Tenmile Creek ROD

Response

The comment is noted. Based on its site scoring and ranking
process, EPA believes that numerous mine sites still exist that
have potential to significantly degrade Tenmile Creek and its
tributaries. While the continual loading and impact from key
adit discharges in the Rimini area are the most important sources
to Tenmile Creek, EPA remains concerned about intermittent
loading from waste material erosion during storm and runoff
events. EPA has tried to concentrate its efforts on those mine
sites that are located nearest to and present the greatest risk to
Tenmile Creek. EPA hasstrivedto develop a balanced remedy

C-76


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Comment Letter from Chuck Parrett on Draft Proposed Plan - July 9,
2001

threat to Tenmile Creek, it seems to me that clean-up efforts
already underway will largely take care of the problem sites.

I believe that the greatest contribu tors of contamination to
Tenmile Creek are the mine adit discharges just above Rimini
and within Rimini. Treatment of those adit discharges will do
far more to improve water quality than removal of all waste rock
piles, I suspect.

Finally, one very significant aspect of impaired water quality in
Tenmile Creek that alternative 4 does not address is the
dewatering of the mainstem by withdrawals for municipal water
supply. As you know, complete cleanup of all mine waste and
mine adit discharges will do little to restore Tenmile Creek to a
healthy stream condition if there is no flow. Accord ingly, I
believe that the proposed Travis Creek reservoir is the key
element for any significant long-term improvement in Tenmile
Creek water quality and that the reservoir should be the
cornerstone of any preferred alternative.

My idea of a preferred alternative, which would cost
substantially less than alternative 4 and offer more improvement
to the overall quality and health of the Tenmile Creek watershed,
includes the following elements:

Upper Tenmile Creek ROD

Response

that addresses all aspects of contaminant source loading; the
solid media removal effort is but one aspect of the entire remedy.

EPA agrees that three adit discharges in the immediate Rimini
area are the primary contaminant loaders to Tenmile Creek. EPA
has proposed a phased approach to dealing w ith those adit
discharges. The phased approach will attempt first to control
contaminant sources and reduce discharge flow rates, so that the
need for and cost of long-term O&M for treatment facilities can
be minimized. This approach has been developed in cooperation
with the State of Montana, which will be responsible for
operating the adit discharge treatment facilities in perpetuity,
after an initial 10 years of EPA-funded operation.

EPA agrees that augmentation of flows in Tenmile Creek during
low-flow periods is critical to success of the remedy. The
selected remedy provides for flow augmentation through
construction of additional storage capacity in Chessman
Reservoir rather than through construction of a new reservoir at
the Travis location.

These comments, which summarized and repeat the previous
comments, are noted.

C-77


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Comment Letter from Chuck Parrett on Draft Proposed Plan - July 9,
2001

(1)	Removal of mine waste at only the sites currently being
worked on,

(2)	Treatment of all mine adit discharge water, and

(3)	Construction of Travis Reservoir.

In conclusion, I thank you and EPA for your efforts to include
everyone in the decision-making process. I also commend EPA
for being so considerate of landowners during the current clean-
up activities, and I thank you for the opportunity to respond to
the proposed clean-up plan.

Sincerely,

Chuck Parrett

Upper Tanmite Creek ROD

Response


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Comment Email from Mark Poore on Draft Pioposed Plan
2001

-July 17,

To: Mike Bishop/MO/R8/USEPA/US@EPA
Subject: Alternatives for Rimini Cleanup
07/17/01 04:49 AM
Dear Mike.

I have looked at all the alternatives for the Rimini cleanup and I
feel that the alternative that may suit the community the most
would be alterative 5. The information was forwarded to me by
friends who attended the meeting. The cleaning up the adits and
making good use of the water is important! I feel a delivery
system should also be developed for the residents of Rimini even
though some may not connect to it in the near future. Cost to the
residents is also an important consideration.

Thank you for your time!

Kind Regards,

Mark A. Poore

Upper Tenmile Creek ROD

Response

The comment is noted. Alternative 5, with minor modifications
made in both the final proposed plan and the ROD, is the
remedy selected by EPA.

C-79


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I

Comment Letter from Jim Posewitz on Draft Proposed Plan - August
30. 2001

August 30, 2001

Mike Bishop, EPA Project Manager
U.S. Environmental Protection Agency
301 South Park Avenue, Drawer 10096
Helena, MT 59626

Duane Harp, District Ranger
Helena Ranger District
2001 Poplar
Helena, MT 59601

Dear Mike and Duane,

Following the field tour of the Upper Tenmile Creek Mining
Area Site (the 'site') on August 29,2001: and a review of the
"DRAFT Proposed Plan, Upper Tenmile Creek Mining Area Site,

Lewis and Clark County, Montana, my concern for protection of
existing wildlife values has grown considerably. The concern
includes the following items: (1) the assessment process, (2)
habitat security for resident elk and other wildlife, (3) the
Tenmile watershed's value as a wildlife corridor, and (4) the long
term cumulative impacts of federally sponsored, authorized, or
accommodated activities. This commentary is provided as part
of the public participation response required under Section
117(a) of the Comprehensive Environmental Response,
Compensation and Liability Act of 1980, 42 USC Section 9601 et
seq. (CERCLA or Superfund).

(1) THE ASSESSMENT PROCESS

Upper Tenmile Creek ROD

i

Response


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Comment Letter from Jim Posewitz on Draft Proposed Plan - August
30, 2001

While I am totally in favor of cleaning up abandoned mines I was
surprised to seethe amount of activity and disturbance already
underway in this project. This activity seems to be occurring
while questions relative to what it is impacting, what the final
disposition of its roads and other features will be, and what the
requirements of potentially responsible partners will be.

Likewise, in the draft proposed plan there is not a single word or
acknowledgement of the existence of terrestrial wildlife resources
dependent on affected public lands. Those of us accustomed to
addressing public resource values have an expectation that those
resources will be inventoried, documented and addressed in a
written planning process that we can respond to. Having now
been introduced into the watershed community meeting
approach we will participate when possible, however, we must
begin with a written understanding of how the features of this
project will address our specific concerns. In addition, we feel it
the responsibility of the project to provide us a valid inventory
and description (written) of the affected environment, including
terrestrial wildlife.

(2) HABITAT SECURITY FOR RESIDENT ELK AND OTHER
WILDLIFE

As mentioned on the field tour of August 29th area sportsmen
and women have a major concern for the habitat security of the
elk herd in this watershed. For at least half a century these
public lands have had sufficient habitat security to allow the
herd to prosper and for hunted animals to reach a mature
condition that provided older aged bulls for hunters to pursue.
Your expanding network of upgraded roads is a clear and direct

Upper Tenmile Creek ROD

Response

The proposed plan is a brief summary of key elements of the
RI/FS, risk assessments, and other key project studies and an
identification and explanation of EPA's preferred alternative for
remedial action at the site. As a brief summary for general public
review, it cannot include a full inventory of environmental
conditions at the site. More detailed information about
environmental resources is included in the ecological risk
assessment. However, it is important to recognize that the intent
of Superfund is to remediate releases of hazardous substances, so
the focus of the ecological risk assessment and other RI/FS
documents is on identifying the nature and extent of
contamination and the impact of that contamination on human
and ecological receptors. Under Superfund, cleanup action is
warranted if an imminent and substantial risk to humans or the
environment is documented. A full inventory of potentially
affected species is not necessary. However, EPA will work to
reduce the impacts of cleanup activities in relation to the wildlife
resource.

EPA's intent is to not increase the amount of access in the
watershed as a result of its cleanup actions. EPA will make
improvements to current roads or build new roads, as necessary,
to gain access to waste sites for cleanup. Unless there are
compelling reasons to do otherwise, EPA will return or remove
new roads to approximate pre-cleanup conditions. During
remedial design, EPA will work closely with federal and state

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Comment Letter from Jim Posewitz on Draft Proposed Plan - August
30, 2001

threat to that habitat security. In addition, parts of the program
under consideration pose a severe threat to habitat features
conducive to elk wefl being. Likewise, other activities being
conducted or allowed by other federal land managers have the
potential to degrade elk habitat quality. All of these direct
threats to elk and other wildlife must be addressed as part of the
federal action that is creating the impact and not deferred to
some future analysis. Many of the features now being federally
imposed on habitats may not be reversible and must be
addressed. For example: the status and future of the expansive
network of roads to private holdings being constructed by the
federal government across the national forest lands must be
clearly described and their future public use addressed.

(3) TENMILE WATERSHED'S VALUE AS A WILDLIFE
CORRIDOR

There has been considerable effort invested in the concept of
wildlife habitat corridors that connect fragmented populations of
important wildlife species. These concepts have considerable
support within the scientific community and among some
federal wildlife agencies. The Tenmile watershed is a part of the
corridor identified as essential to connect important North
American wildlife species. One example would be the grizzly
bear and maintaining a viable habitat connection with bear
populations of Yellowstone National Park to those of the Bob
Marshall Wilderness Complex and other bear populations
further north. This project and other federal land management
decisions in this watershed are crucial to maintaining a suitable
corridor environment. A review of corridor identifications that

Upper Tenmile Creek ROD

Response

land and wildlife resource managers and private property
owners to define road construction and reclamation/removal
specifications. EPA does not believe it will be necessary to
construct new permanent roads or expand significantly the
current network of roads to private holdings within the national
forest; most mine sites targeted for cleanup currently are
accessible by unimproved roads.

The comment is noted. EPA believes that its cleanup actions can
be conducted with minimal impact on wildlife populations in the
Tenmile Creek watershed.

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Comment Letter from Jim Posewitz on Draft Proposed Plan - August
30, 2001

have been described indicates this general area to be extremely
narrow and thus vulnerable. There is a responsibility to address
this issue and plan the final outcome of this reclamation effort to
be compatible with corridor conservation and integrity.

(4) LONG TERM CUMULATIVE IMPACTS

The impact of this reclamation seems to include permanent
intrusions into the wild character of this watershed. While
maintaining and restoring a wild nature to the w atershed would
be conducive to long term water quality maintenance, it is not
addressed. Rather, it is compromised with the extensive material
hauling network and no clear plan to eliminate all the haul roads
being upgraded or constructed across the federally administered
public lands. Here again, these are items that should have been
addressed before the work began and now, at best, must be
addressed while this project is underway, not deferred to some
future date when project funding and interest are gone.

Concluding Comments

It must be reiterated that the clean up effort is needed and
supported. However, the ancillary impacts must not be allowed
to create an entire new set of environmental problems to
contaminate the watershed in a variety of other ways. That
contamination might well include: an excessive and
unmanageable road and off highway vehicle (OHV) network;
sustainable and effective elk habitat compromised or destroyed;
elk security habitat diminished, and critical wildlife corridors
ruptured and fragmented. This project literally screams for a

Upper Tenmile Creek ROO

Response

Water quality within Tenmile Creek and some tributaries is
severely degraded by contamination from historic abandoned
and inactive mine sites. Without substantial cleanup of mine
wastes and acid mine drainage, restoring the "wild nature to the
watershed" would do nothing to improve long-term water
quality. EPA will work closely with land and wildlife resource
managers and private property owners in designing,
construction, and reclaiming appropriate access roads over
which to conduct the necessary cleanup actions. EPA believes
that mine site cleanup can occur without significantly impacting
the "wild character" of the watershed.

The comment is noted. EPA has already begun the process of
addressing wildlife issues associated with this project by -
facilitating an initial set of meetings with a ffected parties to
develop appropriate strategies for access road implementation
and reclamation/removal and land management and
development constraints. The coordination process on this issue
will continue through remedial design and remedial action.

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Comment Letter from Jim Posewitz on Draft Proposed Plan - August
30, 2001

cumulative effects analysis and to date we have a federal project
building roads and hauling dirt with no written analysis that
addresses the concerns of terrestrial wildlife.

In summary, this is not a request or suggestion to stop cleaning
up the physical damage done by mining in this watershed. It is
an urgent plea to immediately begin an effort to address the
presentand future needs of wildlife on thesepublic lands We
believe in the final analysis the protection of wildlife and wild
land values will contribute to the long-term quality of the
Tenmile watershed and water supply.

Sincerely,

Jim Posewitz

CC

Tom Clifford, USFS
Mike Korn, MTFW&P

Upper Tenmiie Creek ROD

Response


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Comment Letter from John Rundquist on Draft Proposed Plan - July
19, 2001

July 19, 2001

United States Environmental Protection Agency
Robert L. Fox

Superfund Program Manager

Region 8, Montana Office

Federal Building, 301 South Park, Drawer 10096

Helena, Montana 59626-0096

Subject: Draft Proposed Plan for the Upper Ten Mile Creek
Mining Area Superfund Site

Dear Robert;

In behalf of the City of Helena thank you for the opportunity to
comment on the Draft Proposed Plan date July 2, 2001. As you
know, Helena is very interested in the solutions for the mine
waste cleanup because of the watershed's importance to the City
of Helena's municipal water supply. The Ten Mile drainage is
Helena's original water supply and has been used for this
purpose for more than a century. The city has much invested in
the continued reliability of this source. In addition to a safe and
cost effective water supply, Helena is very interested in sharing
the watershed in partnership with all the affected interests
including recreation, fish, wildlife, residents, and landowners.
We are very appreciative of the efforts to date to contain and
treat the hazardous waste generated by past mining activity.

Of the alternatives presented in the draft, we strongly support
alternatives 5, 6 and 7 because they all include the Travis

Upper Tenmile Creek ROD

Response

The city's support for an additional water storage reservoir at
the Travis location is noted. The preferred alternative in the final

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Comment Letter from John Rundquist on Draft Proposed Plan - July
19, 2001

Reservoir option. The reservoir option can allow a base
maintenance flow to be managed in the stream without
impacting Helena's water supply in any major way. This is
important for the reasons that follow.

Water for city use is presently diverted above the town of Rimini
and above most of the mine adits of concern to stream water
quality. The City's use of the water means higher concentrations
of mine waste in the streamflow below the diversion. Treating
new adit waste and removal of tailings will help to relieve this
problem, but water quality in the stream may continue to have
high concentrations of undesirable contaminants during low
flows below the diversion due to mine wastes already released
from more than a century of mining activity. A managed
maintenance flow can help maintain water quality in Ten Mile
Creek during periods of low flow. We understand that this has a
great potential to restore, protect and enhance aquatic habitat
within that reach of Ten Mile Creek downstream of the City's
diversion. From the City's perspective this adds water to the
stream during low flow that would not impact City water rights.

The City may be able to assist with the success of alternatives 5, 6
or 7 and Rimini Water Supply Alternatives C,D or E by
operation of the new reservoir and Rimini's water treatment.

This seems prudent and feasible as the City already has certified
water treatment operators and operates two other reservoirs in
the watershed. Of course, this would require approval of the
Helena City Commission but could be supported by staff
providing that O&M expenses would be fully recovered.

Upper Tenmile Creek ROD

Response

proposed plan and the selected remedy provide for additional
water storage by upgrading Chessman Reservoir and the Red
Mountain flume. EPA chose the Chessman upgrade option to
reduce the project's potential adverse impacts on wetlands and
wildlife security, in response to other comments. EPA
understands that the City of Helena considers the Chessman
upgrade option acceptable, but less preferable than a new
reservoir at T ravis.

The comment is noted and the city's willingness to consider
operation of the water storage reservoir and Rimini community
water system, provided that city O&M expenses are recovered, is
appreciated by EPA.

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Comment Letter from John Rundquist on Draft Proposed Plan - July
19, 2001

Thank you again for the opportunity to comment. We look
forward to continuing partnership with the Ten Mile Watershed
Committee and a successful solution to Ten Mile mine waste
cleanup efforts.

Sincerely,

John Rundquist, P.E.

Public Works Director

c. Tim Burton, City Manager

Ten Mile Watershed Steering Committee, c/o Jess Aber,
DNRC

Response

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Comment E-mail from Don Skaar to Mike Bishop - July 12, 2001

To: Mike Bishop/ MO/ R8/ USEPA/ US@EPA
Subject: Tenmile plan
07/12/01 01:41 PM

Mike: Just a few comments on this morning's meeting. Two
issues that I believe you need to take into account when doing
your ranking for the nine criteria for each alternative. First, keep
in mind the point I made that alternative 4 does not appear to
totally eliminate acute toxicity to fish. This should reduce it's
score under Overall Protection of Human Health and the
Environment, at least relative to the reservoir alternatives.
Secondly, without flow augmentation, the high water
temperatures and low dissolved oxygen that occur in late
summer will exa cerbate or compou nd the detrimental effects
resulting from metals. This should also serve to reduce the
Overall Protection score. If you need citations for these effects,
let me know.

Lastly, given the obvious benefits of flow augmentation to water
quality, I would hate to see this approach not explored to its
fullest. We all know that changing the point of diversion for the
city down to the Treatment Plant would improve water quality
as well, and would cost much less than building a reservoir.
Therefore, I believe the analysis of alternatives should include
one for changing the point of diversion. The only justification for
not doing so is if you think that we really are going to build the
reservoir. I also don't ever remember John Rundquist saying

Upper Tenmile Creek ROD .

Response

The comment is noted. EPA agrees that Alternative 5 is
preferable in terms of flow au gmentation, water qu ality
improvement, and protection of the fishery and aquatic
environment. EPA's selected remedy, Alternative 5, contains
components for additional water storage and Tenmile Creek flow
augmentation.

EPA agrees that flow augmentation is critical to the successful
cleanup of Tenmile Creek. Additional storage will allow EPA to
achieve flow augmentation with little effect on the manner in
which the City of Helena operates its water supply system.
Relying on a lower diversion structure on Tenmile Creek
(presumably near Walker Creek or the Tenmile Water Treatment
Plant), without additional flow augmentation, would cause the
city to receive water with poorer quality than present, as a result
of unavoidable degradation of water quality in the Rimini
vicinity. The additional storage/flow augmentation alternative

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Comment E-mail from Don Skaar to Mike Bishop - July 12, 2001

"no" to the change in diversion idea, just that there were issues to
work through.

Let me phrase this argument a little differently. I know you are
including the reservoir alternative rather than the change in
point of diversion alternative because it is the preferred
alternative of the city. I am OK with that approach as long as we
actually choose it! Otherwise, you are shortchanging the flow
augmentation idea by not considering all possibilities. Are we
really sure the city won't consider the diversion change—even as
a paper exercise?

Response

would allow the city to generally intercept tributary water prior
to its exposure to the main degradation sources in Rimini,
maintaining similar input water quality to what it has currently.
Although it is not an aspect of EPA's selected remedy, the city is
evaluating a possible lower diversion structure on Tenmile
Creek. The loading model developed by EPA can be used by the
city and the upper Tenmile Watershed group to work out
refinements in the management of Tenmile Creek diversions that
would complement EPA's cleanup actions and provide
additional benefit to the fishery.

Don Skaar

Water Pollution Biologist
Montana Fish, Wildlife and Parks
1420 East 6th Ave.

Helena, MT 59620
406-444-5686 (voice)

406-444-4952 (fax)
dskaar@state.mt.us

\\Hlsvr1\public\Tenmile\Recoid of DecisiorAFinal ROD (for real) June 2002\Append C - Respons Summ\GH\DonSkaar Columnswpd

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Comment E-mail from Sam Stewart on Draft Proposed Plan - July 24,
2001

To: Mike Bishop/ MO/ R8/ U SEP A / US@EPA

Subject: Upper Ten Mile Creek Mining Area Superfund Site

07/24/01 12:24 PM

July 24, 2001

RE: Draft Proposed Plan for the Upper Ten Mile Creek Mining
Area Superfund Site dated July 2001 (US EPA)

Upper Tenmile Creek Mining Area Rimini, Lewis and
Clark County, Montana EPA Facility ID: MTSFN 0801699
dated April 24, 2001 (U.S. Department of Health and
Human Services, Agency for Toxic Substances and Disease
Registry)

Rimini Community Meeting with other Agencies 11 July
2001

Helena Independent Record article "Rimini, Tenmile Creek
area considered "public health hazard""

Dear Mike,

As per 1st reference I would like to provide comments.

At the referenced Rimini Community Meeting a potable water
source was discussed and I believe it was generally agreed upon
that the community supported a water source if it could be
economically managed by the City of Helena or some other

Upper Tenmile Creek ROD

Response

The comment is noted. EPA estimates that costs to users of a
community water system can be kept in line with Helena water
costs if a suitable groundwater source relatively close to Rimini
can be located and if approximately 35 connections can be made

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Comment E-mail from Sam Stewart on Draft Proposed Plan - July 24,
2001

qualified entity. Also, the cost of the water to individuals needed
to be in line with the Helena water costs. Obviously, the final
determination will be dependent on currently unanswered
questions.

I support the principal of a ceitral water system dependent on
these unanswered questions. Building a reservoir to augment
stream flow in Ten Mile Creek was also discussed. I support this
concept to improve the watershed and fishery in Ten Mile Creek
but it became apparent to me that this reservoir was not
necessary for a water supply to Rimini residents. I believe the
money used to build a reservoir could be better utilized to
eliminate other health hazards.

The EPA and Dept of Health and Human Services currently
agree that the Ten Mile Creek road to Rimini has hazardous
waste which is toxic and poses an immediate threat to exposed
people. The Agency for T oxic Substances and and Disease
Registry are quoted in part to say that "Rimini and the
surrounding Tenmile Creek area is designated a public health
hazard because of the arsenic or cadmium in road dust."

Currently, Magnesium Chloride is being used to abate the dust
on the road to Rimini. I propose that this is not a satisfactory
dust control method. Magnesium Chloride has been
documented to be extremely corrosive in nature and it kills plant
life. If it kills plant life, how toxic is it to humans? Some of the
Magnesium Chloride has to be leaching into Ten Mile Creek.
How does this effect the fishery? Continuous treatment of
Magnesium Chloride is needed to keep dust down. This is not

Upper Tenmile Creek ROD

Response

to the system. The City of Helena has expressed interest in
operating the system for the community of Rimini if its costs for
operating the system can be recovered.

The comment is noted.

The comment is noted.

EPA has reviewed potential human health and ecological risks
associated with magnesium chloride and concluded that its use
does not present significant risk. Magnesium is an essential and
plentiful element in the human diet and the body is equipped to
absorb and use it efficiently. Intake of extremely high
concentrations over long periods, such as overuse of antacids
containing magnesium, can have toxic effects. However, those
concentrations would not be reached by incidental contact with

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Comment E-mail from Sam Stewart on Draft Pioposed Plan - July 24,
2001

being done and dust is still a problem to Rimini residents and
those residents who live near the road. It is a double edged
sword because if you put more Magnesium Chloride on the road
you are just aggravating the toxic characteristics. It appears to
me the most satisfactory method of dust control would be to
pave those areas which have had mine tailings used to build the
road. I would rather see money put into paving the road than
building a reservoir.

These are the comments that immediately come to my mind.
Sorry that I missed the deadline date but hope my comments are
taken into your consideration.

Sam Stewart
3474 Rimini RD
Helena, MT 59601

Upper Tenmile Creek ROD

Response

road or dust particles. Acute toxicity from magnesium chloride
in aquatic species occurs at concentrations greater than 1,000
mg/L. Instream concentrations are very unlikely to approach
anything near those levels, so potential impact on the fishery is
considered insignificant. EPA has selected a remedy for
roadways that requires excavation of all accessible contaminated
materials. After the removal of contaminated materials is
complete, the potential for road dust to contain mining-related
contaminants is eliminated and dust control related to the
Superfund action will not be necessary.

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E-Mail from Diane Tipton to Mike Bishop - August 6, 2001

August 6, 2001

Mike Bishop
EPA

Mike—

I have some questions and comments that I've decided are best
shared with you by emaiL The informal discussions in meetings
and by phone are not being productive. In cases where you
think I should read particular documents, you may indicate
which documents you'd recommend. However, my questions
are simple and I, and most private citizens, appreciate your time
in providing simple, direct answers rather than being referred to
documents that we then need to track down.

1.1 want to know when the draft Upper Tenmile Project Plan is
expected to be final, what the expected timeframe and dates are
for public comment and what "publics" will have the opportunity
to comment. Will the EPA ask for comment from people in the
City of Helena, just in Rimini, in Helena and the surrounding
area?

2.1 want to know what the City of Helena's relationship to the
Travis Reservoir will be, if any. Would water stored in the
proposed reservoir be part of, or separate from, the City's
existing water right on Tenmile Creek? What agency would
manage the proposed reservoir?

Upper Tenmile Creek ROD

Response

1.	The draft proposed plan was provided to agencies and
Rimini-area individuals to obtain informal public input on the
remedial options being considered by EPA. The formal
proposed plan was issued on October 22, 2001. The general
public, including Helena and the surrounding area, was invited
to comment. Pub lie hearings on the proposed plan were held in
Rimini and Helena.

2.	The Travis location is not part of EPA's current plan.
Additional storage is now planned for Chessman Reservoir,
which is managed by the City of Helena. The City of Helena
would continue to manage Chessman for its water supply. The
city has agreed in principle to release additional water from Scott
Reservoir during low flow periods and to allow that water to
bypass its diversion structure on Tenmile Creek above Rimini.

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E-Mail from Diane Tipton to Mike Bishop - August 6, 2001

3.	I'd recommend that there be a physical description of the
estimated size and scope of the proposed reservoir included in
the copy of the plan that the public reviews. It is difficult to
comment on a proposed reservoir when there is no quantitative
information to help us evaluate the size, scope, environmental
impact etc. of such a reservoir.

4.	How will the document be presented? Will there be a meeting
explaining the various alternatives and their relative merits? A
public presentation on the comparative merits of the different
water quantity solutions would be valuable when your full plan
is presented to the public for comment.

5.	When will the environmental impact study EPA is required to
prepare under the NEPA process going to be completed and
available for public review?

My comments are as follows. My interest is in doing what I can
to keep the public discussion and work undertaken in the Upper
Tenmile focused on what is necessary to do the clean up job. 1
want to minimize as much as possible impacts on the forest and
on wildlife, to minimize the amount of land involved in the clean
up to the degree possible, and to avoid significant changes in
land use or in the nature of this area. I strongly oppose any
move that will increase recreation into the Upper Tenmile
Watershed, widen roads and further open up the wildlife habitat
here. I also oppose moves that will change the character of the
gulch or the life style of those who live here.

Upper Tenmile Creek ROD

Response

3. Additional details about the Chessman Reservoir upgrade and
other reservoir options are included in theRI/FS addenda
report. The Travis reservoir location is not part of EPA's selected
remedy.

4.	The alternatives were discussed and presented at a number of
monthly public meetings of the Upper Tenmile Watershed
Steering Committee and at the two public hearings on the
proposed plan.

5.	EPA's Superfund RI/FS process, which includes scoping
meetings, evaluation of alternatives relative to specified
protectiveness and effectiveness criteria, and full public
comment, has been determined to be the functional equivalent of
the NEPA process. No separate NEPA analysis is required.

These comments are noted. EPA has attempted to prioritize
proposed cleanup actions to address only those sites that are
considered significant contaminant sources and has committed
to conducting its cleanup in a manner that minimizes access road
improvement and impacts on the forest and wildlife.

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E-Mail from Diane Tipton to Mike Bishop- August 6, 2001

The EPA's work is to clean up the environment and it should be
restricted to that goal, in my personal opinion. The residents of
this area should not have to deal with a whole host of outside
agencies in making decisions that affect our homes, the level of
recreation around us, the quality of the wildlife habitat here etc.
Those issues were never on the table and have no place in a
discussion about a clean up effort.

The City and the EPA signed on as cooperators for the Upper
Tenmile Watershed Noxious Weed Grant when I took on the job
of being the resident coordinator. As the coordinator I expect
both the City and the EPA to spray for noxious weeds in 2001
everywhere weeds occur on lands owned by the City or
disturbed by the EPA. Our verbal agreement was that the EPA
would also spray where needed last fall. The City has sprayed
some of their lands but has not sprayed the leased pasture or the
hillsides that are the worst offenders.

For the EPA, I don't think I should have to call someone in
Denver to find out if your group sprayed here in Montana last
fall or will again this year. I expect you as project manager and
spokesperson to provide that information to me and to Jesse
Aber. My offer to help you or your people identify weeds in the
work areas was genuine, even though it will require my personal
time, which is extremely valuable to me. I also wrote the state
noxious weed grant for the Upper Tenmile in my personal time
and I take my personal time to attend the watershed group
meetings. The cat and mouse game you put me through at the
last watershed group meeting wastes my time and the groups
and is not acceptable to me.

Upper Tenmile Creek ROD

Response

Under this project, EPA and the State of Montana are assuming
responsibility for cleaning up contaminant releases from
abandoned or inactive historic mining operations. EPA will
work with the land and wildlife management agencies and the
city and county planning departments regarding land use,
recreation, and wildlife habitat issues.

EPA will continue to require that weed-free borrow soils and
vegetative matter be used at its Superfund cleanu p sites and will
implement a weed control program, as needed, at EPA's
reclaimed sites. Following cleanup and reclamation activities,
the state will assume responsibility for ongoing maintenance.
EPA cannot require that the City of Helena spray for weeds on
city property.

EPA appreciates all of the time that you devote to the control of
noxious weeds in the upper Tenmile Creek watershed and to the
assistance you've provided throughout the Superfund project.

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E-Mail from Diane Tipton to Mike Bishop - August 6, 2001

My concern about the proposed Travis Reservoir is that I want to
see the EPA do what it can to ensure the public discussion of this
proposal stays on track. It is a "water quantity" solution and, I
think, should be presented as such. It will color the public's
input to suggest that the proposed reservoir will increase
recreational opportunities down the road. In fact, I'd like to see
the EPA state that recreation is not the purpose or intention of
the reservoir. I'd also like it slated for the public whether or not
the proposed reservoir will also be available to the City of
Helena as a water supply at some future date.

Mike, I want you to know that I appreciate and respect your
work on the draft plan and that of your agency. I also am aware
that this is a very complex project with many aspects I don't
understand and that are beyond my time and in some cases my
ability to understand. As a private citizen I can not attend all of
the meetings. I appreciate these facts every time I ask questions.
Brief, bulleted responses will be sufficient Please enter my
comments as appropriate. I assume there will be an additional
public comment period when I can send in any additional
comments. If some things are unknown at this time, you could
just indicate that and tell me when you think you might know.

Thanks very much for your time.

Diane Tipton

Upper Tenmile Creek ROD

Response

EPA is proposing the creation of additional water storage in the
upper Tenmile Creek watershed to allow for improved water
quality and stream habitat in Tenmile Creek during the annual
periods of low flow. EPA is not proposing additional
recreational opportunities, although increased fishing
opportunities will be a benefit of improved water quality and
flow conditions Chessman Reservoir currently is not used for
recreational purposes. EPA assumes that it would continue to be
closed to recreation after the upgrade.

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Comment Letter from Diane Tipton on Draft Proposed Plan - July 23,
2001

July 23, 2001

United States Environmental Protection Agency

Attn: Mike Bishop

Federal Building

301 S. Park

Drawer 10096

Helena, Montana 59626-0096
Dear Mr. Bishop:

I have reviewed the Draft Proposed Plan for the Upper Tenmile
Creek Mining Area Site in Lewis and Clark County. The
proposed alternatives address adit discharges in a variety of
ways including physical/chemical treatment of three adits in the
Rimini area, water inflow reduction and/or biological treatment
of all adit discharges. It appears that in all cases all adits would
be treated in some way.

I would like to see greater flexibility in the plan to characterize or
categorize the adits. Some adits are in remote areas surrounded
by fragile habitat where there would be no other reason to
disturb the environment and they are having very little if any
measurable impact on the environment The plan takes the time
to assess the mine waste dumps based on how much of a
contributor they are to the problem. I think there should be
similar approach to rating the adits.

The treatment plan for certain adits that do not significantly
contribute to the pollution problem in and around the town of

Upper Tenmile Creek ROD

Response

EPA has added provisions to the final proposed plan and ROD
whereby EPA will evaluate and weigh further during remedial
design the water quality improvements achievable at specific
adits vs. the potential adverse impacts of constructing and
operating treatment facilities at those adits. The primary reason
EPA expects that some treatment would be required at all adits is
that the adit discharge waters typically exceed state ambient
water quality standards for some parameters. In order for the
remedy to comply with state water quality standards, which it
must under the Superfund law, unless the standard is waived,
EPA anticipated that treatment would be required. During

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Comment Letter from Diane Tipton on Draft Proposed Plan - July 23,
2001

Rimini should also be flexible. If there is little appreciable
impact on surface or ground water quality in* the area, minimal
or no treatment should be an option. Also, in cases where the
local community requests it for specific environmental, wildlife
habitat or other concerns, the plan should allow for a assessment
of the environmental damage incurred by treating the area as
compared to performing minimal or no treatment.

As we've discussed before, the planned clean up of the Upper
Tenmile area is extensive and very pricey for taxpayers. It is
only reasonable that the plan be as flexible as possible so that in
cases where a site has little or no overaU impact we aren't bound
to "over" treat it.

I also believe that the local community should be allowed to have
input and influence on whether "noncontributing" sites are
treated and how.

Thank you for the opportunity to have input. If you have any
questions, don't hesitate to call me on 444-3079.

Sincerely,

Diane M. Tipton

Upper Tenmile Creek ROD

Response

remedial design, EPA will, in consultation with DEQ, consider
both relative overall contaminant loading and compliance with
state water quality standards for individual adit discharges.

The comment is noted.

The public is offered the opportunity to comment and have input
on all components of the site remedial plan. However, under
Superfund, public comment is a "modifying criteria." Remedies
are required to meet the two threshold criteria of "protectiveness
of human health and the environment" and "compliance with
ARARs."

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Comment Letter from R. Mark Wilson on Draft Proposed Plan - August
2, 2001

August 2, 2001
Mike Bishop

Remedial Project Manager
U.S. Environmental Protection Agency
301 South Park, Drawer 10096
Helena, MT 59626

Dear Mr. Bishop:

The U.S. Fish and Wildlife Service (Service) has reviewed the
document entitled, "Draft Proposed Plan, Upper Tenmile Creek
Mining Area Site, Lewis and Clark County, Montana" under a
technical assistance Interagency Agreement with EPA. The
Service has several comments on the draft document.

Travis Reservoir Site

The proposed site for Travis Reservoir is located on an 84 acre
wetland (see enclosure). During a site visit to this wetland the
Service noted its high functional value, and its apparent pristine
condition. Inundation of this area and construction of the dam
would result in a loss of nearly all of the present wetland.
Further, wetland areas not directly impacted from construction
or inundation could be impacted from hydrologic changes
associated with fluctuating water levels. Compliance with
wetland Applicable or Relevant and Appropriate Requirements
(ARARs) would require mitigation of this wetland.

Mitigation of a wetland this large within the Tenmile site will be
difficult. The Service is not aware of a mitigation site (i.e., an

Upper Tenmile Creek ROD

Response

EPA concurs with the U.S. Fish and Wildlife Service opinion that
mitigation of the lost wetlands at the potential Travis Reservoir
location would be difficult. Largely for that reason, EPA has
selected a remedy that includes the upgrade of existing
Chessman Reservoir to provide additional water storage for flow
augmentation. The loss of wetlands will be substantially
reduced at the Chessman location.

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Comment Letter from R. Mark Wilson on Drift Proposed Plan - August
2, 2001

area with suitable topography) that does not currently contain a
wetland. For example, if Banner Creek wetland was chosen as a
mitigation site, it would most likely not satisfy all the mitigation
requirements. Although similar in size, the Banner Creek site is
currently a wetland, and although impaired, still has some
function. Compliance with ARARs would resuh in improvement
of all the Banner Creek wetland, as well as wetland creation,
restoration and enhancement at another site(s).

The Service estimated the number of mitigation acres needed for
the loss of Travis Reservoir wetland using the Habitat
Equivalency Analysis (HEA) model. This model estimates the
acres needed for mitigation, and results ranged from 111 acres (if
the mitigated wetland has the same productivity as a natural
wetland)'to 183 acres (if the mitigated wetland has only half the
productivity as a natural wetland). The Service has concerns
about mitigating a high altitude wetland because of the time
required for the wetland to become fully functional under short
growing seasons. In the HEA, increases in time for a wetland to
become fully functional result in increased mitigation acres
required. In order to minimize that recovery periods and thus
reduce the loss of wetland services, and the required mitigation
acreage, the Service recommends that mitigation be completed
prior to the loss of the Travis Reservoir wetland, to reduce the
amount of lost wetland services, and thus the mitigation acreage
required.

Biological Treatment Wetlands

Currently the preferred alternative includes the use of
constructed wetlands for treatment of adit discharges. These

Upper Tenmile Creek ROD

Response

EPA concurs that the constructed wetlands envisioned for
treatment of acid mine drainage would not constitute wetlands

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Comment Letter from R. Mark Wilson on Draft Proposed Plan - August
2, 2001

wetlands would likely not meet the dual role of a treatment
wetland and a mitigation wetland. The treatment wetlands (as
the Service understands they would be constructed) would likely
not meet the jurisdictional wetland criteria and as such, would
not be appropriate wetlands for mitigation.

Thank you for the opportunity to review and comment on the
aforementioned document. The Service looks forward to
participating in the remediation of the Upper Tenmile Creek
Mining Area Site. Should you have any questions concerning
these comments or require additional information, please contact
Ms. Karen Nelson of this office at (406)449-5225, extension 210.

Sincerely,

R. Mark Wilson
Montana Field Supervisor

Enclosure

cc: USEPA, R-8, Denver, CO (Attn: Dr. Dan Wall)

Upper Tenmile Creek ROD

Response

for mitigation.


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Public Hearing Comments and Responses


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

BEFORE THE ENVIRONMENTAL PROTECTION AGENCY

PUBLIC HEARING ON THE PROPOSED PLAN
UPPER TENMILE CREEK MINING AREA SITE
LEWIS AND CLARK COUNTY, MONTANA

TRANSCRIPT OF THE PROCEEDINGS

Heard Before Mike Bishop, EPA Project Manager

Rimini School House, Rimini, Montana

November 8, 2001
7:10 p.m.

REPORTED BY:	CHERYL ROMS A

CHERYL ROMSA COURT REPORTING
P. O. BOX 1278
HELENA, MONTANA 59624
(406) 449-6380

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

INDEX

PAGE

Discussion on the road and paving versus

removal .:	 3

Discussion of the meeting re wildlife issues 	 5

Discussion about funding	 9

Discussion on the Luttrell Respository	 15

Discussion on the sampling of yards 	 21

Discussion about the road	 24

COURT REPORTER'S CERTIFICATE 	 30

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	WHEREUPON, the following proceedings were had:

2	(An overview of the plan was presented by

3	Mike Bishop.)

4	MR. BISHOP: Now we would like to hear from you.

5	We have a court reporter here, and she'll record your

6	concerns.

7	Mike.

8	MR. McH UGH: M ichael McH ugh. The 18 inches of

9	road material you're going to take out, what segment of

10	the road are you talking about? Is it just in the town

11	site, or are you looking all the way down to —

12	MR. BISHOP: Our thought is primarily in the

13	town site, but we want to have some sensitivity to

14	locations where there could be some additiona 1

15	development. But as you're probably aware, those areas

16	are portions of the road that were washed out during the

17	flood event of 1981, and so that's where we'll be

18	looking.

19	MR. STEWART: Has there been a cost comparative

20	study as to digging out the 18 inches versus capping,

21	let's just say an asphalt or something like that?

22	MR. BISHOP: We actually just kind of rehashed

23	that this week.

24	MR. MARSH: My recollection of that number is

25	that it was about 150,000 more dollars to do the paving

Upper Tenmile Creek ROD

Response

The format of this meeting was primarily open discussion and
question and answer. EPA's responses to most comments are
provided directly in the discussion and are not repeated in this
column. Clarifications are noted in this column if necessary.

The contaminated road material is believed to extend
approximately from the road adjacent to the Helena water
system intake structure north to junction with the Beaver Creek
road. EPA plans to address that portion of the road adjacent to
the residential area of Rimini. The road north of Rimini crosses
national forest service land that will not be residentially
developed, so EPA does not plan on removing that portion of the
road.

EPA has reevaluated the alternative of capping the road with
asphalt. New estimates, based.on conversations with county
road maintenance personnel involved in the rebuild of the road
in 1981, indicate that approximately 5,000 feet of roadway will
have to be remediated. At this length of road requiring
remediation, EPA has determined that capping/paving would be
a cost-effective alternative. However, EPA has also consulted
with the State of Montana regarding the remedy for roadways.
The state has expressed concern about the need to maintain
either a paved cap or a gravel cover over time and the potential
remobilization of contaminants left in place during major flood
events, such as the flood of 1981. EPA has therefore included the

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	than to do the remov al, if I remember right.

2	MR. STEWART: And does that include the

3	follow-on maintenance of what it would cost to maintain

4	a dirt road versus a paved road, as far as the County is

5	concerned?

6	MR. MARSH: Yeah, those numbers were the — it

7	was the present worth that included the capitalization

8	of the maintenance over a 30-year period.

9	MR. STEWART: I would sure like to see that

10	study, if possible.

11	MR. MARSH: And Sam, we got the cost estimate

12	for the paving directly from the County. We basically

13	asked the County what they would require in terms of the

14	paving alternative, and that cost estimate assumed

15	paving from approximately Martins' house down to below

16	Moores' house, basically all the way through the part of

17	town where there are houses.

18	MR. BISHOP: Yeah, I've got to smile about that,

19	because I made one phone call, and the first person

20	said, "I would certainly be in favor of that, and I

21	can't imagine anybody being opposed to it." Then 1

22	spoke to the next person, and they said, "Well, I'm

23	opposed to it, and I can't imagineanybody being in

24	favor of it." So you know you're in trouble.

25	MS. TIPTON: Diane Tipton. Can you tell me a

Upper Tenmile Creek ROD

Response

removal of all accessible contaminated roadway materials in
Rimini as part of the selected remedy for the site.

The revised cost estimates for alternatives to address
contaminated roadway materials are provided in the RI/FS
addenda report.

EPA's response was provided by Mr. Bishop at the meeting.
Refer to his response following the comment.

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	little more about — You mentioned that you hired a

2	facilitator to talk about the wildlife issues, and some

3	additional mediums. Could you just elaborate on that?

4	MR. BISHOP: Sure. And, you know, initially,

5	we've invited Chuck to that meeting, but other

6	landowners, I guess, are certainly welcome. And I guess

7	I'd see this potentially being more than one meeting.

8	But the groups that we've received the strongest

9	comment from are Fish, Wildlife & Parks, there's the

10	Helena Hunters and Anglers Group, and there's a group

11	called Orion. And they basically, I think, try to

12	represent the concern of hunters and fishermen. And

13	their concern has been, which I would imagine that

14	you've heard on some of our trips and so forth, that the

15	increased capacity of our road s for these trucks

16	encourages additional people to utilize the area. It

17	encourages people that have parcels of land to develop

18	them, and possibly to increase the pressure on the

19	wildlife and decrease the security that these band s of

20	elk would otherwise have here.

21	So what we're going to try to do — and our

22	facilitator is a really interesting person that's really

23	talented at doing this sort of thing. We're going to

24	try and bring everybody together and kind of talk about

25	what the issues are and different views among the

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	different parties, recognizing that many of these things

2	are not necessarily simply, you know, addressed under

3	the law that we deal with.

4	But as we have these folks together, I think

5	everybody has something potentially to contribute. And,

6	you know, certainly from our perspective, I wouldn't

7	have a problem diminishing the size of some of these

8	roads, if that's the way that we want to go when we're

9	done, and commit to a minimum standard for the trucks

10	that we would utilize and so forth. We could line out

11	those sort of objectives and that sort of a path for the

12	work that we do.

13	But conversely, the groups that we're dealing with

14	also have some resources available to them. And I don't

15	know if you're familiar with conservation easements, but

16	some of these parcels of land up here are absentee

17	landowners, some of them haven't seen the parcels that

18	they own. They were doctors or attorneys or whatever

19	that were paid. And I really dont think they have an

20	interest necessarily in developing them, and we might be

21	able to bring some of these other groups to the table to

22	acquire some easements to close up some of those areas

23	as well.

24	You know, frankly, another area that has some

25	promise, you're aware that the City owns the

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	Travis Reservoir location arid there was serious concern

2	about wildlife values there. And I don't know if you

3	know it, but the Forest Service actually owns the

4	Chessman Reservoir site. And there's been a land

5	exchange that's been discussed for a decade, I bet, and

6	I would be delighted if this process could help

7	facilitate that land exchange. The City also owns the

8	impaired Banner Creek wetlands at the head of the road

9	where it splits and goes to Scott Reservoir, and that

10	could also be involved in that exchange. And those are

11	some of the sort of things that we want to talk about.

12	But under our development of Chessman Reservoir,

13	do impair about 14 acres of wetlands that are-there

14	right now, and we have a responsibility to mitigate

15	that. Our thought is that we might be able to improve

16	some of the wetland conditions up in the Banner Creek

17	wetlands, if you're familiar with those. They were

18	inundated by overburden from the placer mining. It's

19	not really a contaminated material, but it's affected

20	the stream in such a way that it's not really a healthy

21	wetland a t this point in t ime.

22	So those are the sort of things that we're talking

23	about.

24	MS. CANNON: Helenann Cannon. This is kind of

25	related, and you may just want to address it at the

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	wildlife meeting more. I've heard scuttlebutt about a

2	road going right through Bonner Meadows, and that would

3	be a big concern to elk habitat.

4	MR. BISHOP: Well, that's on the Prickly Pear

5	side.

6	MS. CANNON: The back side of Red Mountain.

7	MR. BISHOP: See, that would not be ours. Well,

8	yeah, it might be —

9	MS. CANNON: There's another road going up

10	through into Lutrell.

11	MR. BISHOP: You're right. There is a mine

12	that's very remote.

13	Do you want to ad dress that, Neil? Is it

14	Valley Forge or —

15	MR. MARSH: No, it's the National Extension.

16	MR. BISHOP: National Extension, I'm sorry.

17	MR. MARSH: And the most direct route from the

18	National Extension would be on the ridge above

19	Bonner Meadows there. But I'm not quite sure what the

20	status of the Forest Service's thoughts is on the

21	National Extension.

22	MR. BISHOP: And your comment is that there

23	would be —

24	MS. CAN NON: That's big elk habitat up there.

25	I've been up there.

Upper Tenmile Creek ROD

Response

The National Extension site is a priority site for which waste
rock/tailings would be removed and disposed of at the Luttrell
repository. The route of transporting the wastes and the access
road specifications will be determined during remedial design
through consultation with the USFS, DFWP, the property
owners, and other interested parties.

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	MR. BISHOP: Okay, everybody make a note.

2	MR. MARSH: I'll check it out this weekend.

3	MR. LEWIS: Dave Lewis. I'm curious about the

4	money. Now, DEQ has to go to the Legislature for the

5	State match. DEQ does not have the State match at this

6	time; I'm fairly certain of that.

7	MR. FRENCH: We have a portion of it.

8	MR. LEWIS: You have some portion of it, okay.

9	It's already appropriated?

10	MR. FRENCH: It's not appropriated. We have

11	money through credit. It's not real money, it's credit

12	that we have to use through this for ongoing operations

13	of the Basin Creek Mine.

14	MR. LEWIS: Oh, okay.

15	MR. BISHOP: EPA has given the State credit for

16	the bond money that they're spending up there. And

17	actually, there's enough credit to cover this entire

18	action.

19	MR. LEWIS: But you're still going to need

20	appropriation.

21	MR. FRENCH: Well, we'll still need money to run

22	the operation and maintenance.

23	MR. BISHOP: That's right.

24	MR. FRENCH: There is also the town of Basin

25	site and there is the Basin watershed site that we'd

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	like to spread this money and make last as long as we

2	can, because we foresee eventually running out of this

3	credited money somewhere.

4	• MR. LEWIS: But you're not going to be able to

5	make a commitment to match the project without an

6	appropriation or some legislative authorization to do

7	so, are you?

8	MR. FRENCH: Are you asking if we have to wait

9	for the Legislature come back in session before we can

10	agree to this?

11	MR. LEWIS: Um-hum.

12	MR. FRENCH: We can agree to it before that.

13	MR. LEWIS: But can you pay the bills, I guess?

14	MR. FRENCH: We'll pay the bills.

15	MR. BISHOP: Something that would be good for

16	you to know is that many of the cleanup activities and

17	I guess specifically those that deal with these mine

18	adits, the way the program is set up, EPA will operate

19	those for ten years before we turn it over to the State.

20	So there is some leeway there. Also, when the State

21	would take over the responsibility for the Lutrell

22	Repository, it would be after we close that. And we

23	recognize that there's going to be some period of

24	time — five or ten years is our best guess at this

25	point — where we will continue to bring in materials.

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	So that wouId not be required at that point in time.

2	And also, there's a state Superfund contract that we

3	need to enter into with the State before we actually

4	initiate the cleanups. And we have agreed to work with

5	the State on a year-by-year basis where we strive to

6	meet their concerns with respect to these mines by

7	diminishing the amount of discharge from them before we

8	go into the design and construction of these water

9	treatment plants.

10	So again, that commitment will be sought on a

11	year-by-year basis. It's not like we're asking for an

12	overwhelming —

13	MR. FRENCH: 2.4 million, like you said for O&M.

14	MR. LEWIS: But you still are going to need some

15	portion.

16	MR. FRENCH: We are going to eventually have to

17	pay it. But in the beginning, no, we won't pay it.

18	MR. LEWIS: As the representative, I'm the vice

19	chairman of the Appropriations Committee at the present

20	time, and I'm in line to move up if I get elected back

21	next time. But I think that due to my position there,

22	that this group up here has some pretty major leverage

23	on this, I guess. You know, you can let me know. And

24	I'm sure it will be just like every other project we

25	deal with in this part of the world; there isn't going

Upper Tenmiie Creek ROD

Response

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	to be a consensus, but at least I can have, through the

2	appropriation process, quite a bit to say about what

3	happens with this. Because if nothing else, I control

4	their opera tional bud get.

5	But, you know, don't feel like you don't have some

6	leverage through the legislative process on this as this

7	moves along. And I know these guys have done a great

8	job. It certainly seems to me that they've done a great

9	job of trying to bring everyone together and work

10	together and everything else. But, you know, there's

11	one final hurdle here: The State's share of this thing

12	has to be authorized in some substance by the

13	Legislature. And that's where you can certainly let me

14	know what you're thinking about and what you're hoping

15	to happen here. Because I know we can put some

16	conditions on appropriations and those kinds of things.

17	Now, the rest of the question was, so how about the

18	federal money? Now, you have to go to Congress to get

19	the 20 million?

20	MR. BISHOP: No, it would be through our agency,

21	and we are competing on a national basis. This is a

22	national priority site. And certainly, we're aware that

23	Libby has a high level of concern, and we don't disagree

24	that they should be in line before we are. And the way

25	our agency is working right now is, they are trying not

Upper Tennrtile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	to commit to new cleanup — cleanup of new sites until

2	they have funds that are available. And right now,

3	there's more requests going in tha n there are funds

4	available.

5	For example, the town of Basin, the record of

6	decision was done last year. They did not receive

7	funding to initiate that cleanup this past field season.

8	But, you know, you might — my superv isor, Bob Fox, is

9	here. He probably knows more about this than I do, but

10	we just know it's going to be tight for a while. But I

11	feel that it's coming, ifs just a matter of waiting for

12	our oppo rtunity.

13	MR. FOX: There's one point, if I could make a

14	comment. You know, we are in a pretty good situation

15	here by being able to look at some credit for that State

16	match, but we have other Superfund sites that have been

17	listed that don't have responsible parties and there

18	will be more need for the State match; and, of course,

19	Libby has that issue. And I do feel that it's good to

20	begin thinking about a process to go through some,

21	probably some legislative mechanism that would have some

22	funding available for matching the federal funds. If

23	not here, other places.

24	MR. LEWIS: It's an opportunity to do that. I

25	mean, we have something called the Resource Indemnity

13

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	Trust in Montana, where there's a tax on various mining

2	and oil and gas production, those kind of things, that

3	goes into the trust fund. Once it hits $100 million,

4	then that money is available to be used for other

5	purposes, and it's going to hit $100 million this year.

6	So there's going to be some money on the table to use

7	for these purposes.

8	I think most legislators, certainly myself, it's

9	going to be wanting to make sure this is what the

10	community wants.

11	MR. BISHOP: Sure. The thing that would be

12	important to me, and that you can carry back, it's not a

13	bad deal in the sense that the match is 10 percent and

14	the O&M starts after 10 years of water treatment and so

15	forth.

16	So I hope the State feels like we're trying to put

17	them on a pretty good footing from the very beginning.

18	MR. LEWIS: Again, as long as that's what the

19	community —

20	MR. BISHOP: I understand.

21	MR. LEWIS: If they say, "Gee, you know, we're

22	not real sure about that," then we're going to be — I'm

23	going to be in a position to say, "Well, maybe we need

24	to go back to the drawing board," just because of the

25	unique situation.

i

14

i

Upper Tertmita Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	MR. BISHOP: Sure.

2	Steve.

3	MR. RIETEM A: My questions and concern are about

4	the Lutrell Pit. Will you cap that after your cleanup

5	is finished?

6	MR. BISHOP: Yes.

7	MR. RIETEMA: It won't be an ongoing waste site

8	where other materials from different parts of the state

9	are hauled up there and dumped, will it?

10	MR. BISHOP: Well, when that site was initially

11	evaluated by the State, they did an economic evaluation

12	of what distance would it be economically feasible to

13	bring waste from other mine sites to that location, and

14	there's about 2 million cubic yards of capacity within

15	that pit. And I prefer to call it a repository, because

16	we have engineered a lot of improvements to it.

17	But from all over the state, no. From the

18	Little Blackfoot, Travis Creek, or some of these

19	adjoining watersheds, yes. And we're trying to

20	accommodate waste from the Forest Servioe, potentially

21	waste from the State, and so forth, to bring it into

22	this one secure location where the maintenance at one

23	site is easier, in our opinion, than it would be to have

24	these located throughout. And I think the risk would go

25	up if we had them located at a variety of sites as well.

15

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	So this has been our choice, and it was a difficult

2	one, to put it in one place.

3	MR. RIETEMA: But is there a time frame attached

4	to that, then, so that at some point it will be capped?

5	MR. BISHOP: Yes, absolutely.

6	There is an underliner and there's an overliner, and

7	the idea is that, you know, just like with the mines, if

8	we can control the amount of water going through those

9	materials, we have created significant more security.

10	So we plan to cover it actually with a heavy-duty

11	plastic liner and to recover it with suitable rooting

12	material and revegetate it.

13	MR. RIETEMA: You mentioned that there may be

14	some overflow from this —

15	MR. BISHOP: Yes.

16	MR. RIETEMA: — during these years while it's

17	being filled? Because actually, itte going to be lake

18	or a pond for a while.

19	Where is that on the watershed divide up there? I

20	mean, would that waste that comes out of there flow into

21	this drainage or to the, you know,' other side?

22	MR. BISHOP: First of all, it's not a lake;

23	because they have a separate storm water system that

24	takes any water that's impounded, that doesn't come in

25	contact with the waste and discharges, from the area.

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	So there's no water that's impounded there. And they

2	put an interim cover on each wintertime, so we're

3	minimizing the amount of water that goes in there.

4	The repository actually straddles the drainage

5	divide, and it's in two counties. Ifs in a horseshoe

6	shape, and the open side of it is towards Basin Creek.

7	But it really wouldn't flow. I mean, if you look at it,

8	you can see that it's not going to go anywhere.

9	MR. RIETEMA: 1 wish we could have visited that

10	the day we went up on tour.

11	MR. BISHOP: We could have. As a matter of

12	fact, next summer, if you're still here, I'd be happy to

13	go up and show it to you. And I do have photos and so

14	forth that we could show you, as well.

15	MR. RIETEMA: So that will be capped at the end.

16	MR. BISHOP: Um-hum.

17	MR. RIETEMA: I was worried about future use,

18	you know, and having trucks hauling material from gas

19	stations and you-name-it.

20	MR. BISHOP: No. No.

21	MS. CANNON: What's the timeline on capping

22	that? Are we talking 5 years, 20 years, 50 years?

23	MR. BISHOP: That's a good question. You know,

24	if you look at the estimate of the nu mber of cubic yard s

25	that we have to remove, 245,000 cubic yards, our track

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Proposed Plan Public Hearing, Rimini, MT -November 8, 2001

1	record here from our existing projects has been about

2	40- to 60,000 cubic yards a year from this watershed.

3	And if we were to go at that rate, we could clean up

4	this site in about 5 years. Recognizing our budget

5	problems, in our document we say five to ten years.

6	But as Craig mentioned, too, we're also — when we

7	sited the Lutrell Repository, the folks in Basin asked

8	that we also clean up their watersheds, if this thing is

9	going to be straddling the divide, and so we have a

10	similar project that's not a s far along on that side of

11	the basin. And so next year, we will be at this point

12	where we'll be discussing this sort of a decision

13	process. And again, you know, there are actually more

14	mines on that side than there are on this side. And we

15	will move as rapidly as we can, given both our physical

16	equipment constraints and also our budget constraints.

17	MS. CANNON: So you're saying it will be

18	15 years on the outside, 10 for this side and an

19	additional 5 to catch them up maybe, ballpark?

20	MR. FOX: Maybe ballpark.

21	MS. CANNON: Maybe ballpark, okay.

22	My concern, too, like Steve's, is how long before we

23	actually say, "We're pretty much done, let's cover it up

24	now and vegetate."

25	MR. BISHOP: Well, part of what we want to do is

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	do some of that covering and revegetating as we go

2	along. So as we finish up the estimate of the volume of

3	materials that we expect to remove from those mines, we

4	will come up with a final design for the final elevation

5	for that repository, and then from the areas that have

6	been filled up to that point ahead of it, we would close

7	that out. So the idea is we actually move from the

8	furthest-out portion of the repository and move back.

9	And so this revegetation should have a number of

10	years to be in good shape before we actually walk away

11	from it. And again, the State would be backing us up

12	there.

13	MR. FRENCH: Craig French. I wanted to say that

14	the DEQ supports this proposed plan, that we're very

15	much in favor of the four phases of the acid mine

16	drainage treatment, or treatment/source control plan

17	that EPA has proposed, and we're looking forward to

18	working together to deal with the water issues.

19	MR. BISHOP: You know, if people are going to be

20	shy, one thing, recognizing the State's severe concern

21	about this, and it's been their concern since before we

22	actually listed the site, when we were talking about

23	proposing this site as a national priorities list site,

24	they identified this concern. There's a mine waste

25	technology program that Congress funds to the tune of

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	about $5 million a year in Butte, and that program has

2	agreed to, at least for this next year, have as their

3	priority the investigation of techniques that would

4	mitigate these discharges in these small back-country

5	sort of situations.

6	So right now, on their website, they're inviting

7	researchers to move in that direction, and they're

8	inviting them to come and talk to the agency, so that

9	they're resolving problems that are real problems in the

10	field. They're trying to invite processes that are

11	full-scale processes, not just those that would be

12	tested in a laboratory or whatever. And I would think

13	that there would be potential that we would have some of

14	those investigations actually conducted within these

15	watersheds that are here.

16	In addition, in the design work that CDM is

17	initiating, we provided for two demonstrations of some

18	of these treatment technologies. So even though these

19	may not be the final action for a discharge from a mine

20	opening, we're providing funds to at least at two sites

21	to look at some approaches of dealing with it in a

22	low-cost sort of manner. And again, our hope is that we

23	would get into a circumstance where these could be

24	maintained, materials could be changed out maybe every

25	15 years or so. But it's using a variety of approaches

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	to using bacteria and so forth to help us knock down the

2	concentrations of metals and try and stay away, to the

3	extent that we can, from the more expensive real package

4	treatment plan sort of circumstances.

5	MR. STEWART: I've got one other thing that I'm

6	curious about. You know, my lawn was sampled last year,

7	and there was a determination on one side that it needed

8	to be replaced. And people came back and now they're

9	re-sampling again, and I don't understand why they

10	couldn't use the samples — I mean, they just dug more

11	holes and more holes, and now they're going up and down

12	the streets and sampling everybody's yards agaia And

13	I'm hearing that there's different standards now as to

14	why lawns should be replaced versus others.

15	The other was supposedly a catastrophic, "let's get

16	rid of it now," and now it's more of a "well, we need to

17	look at this again." But I don't know where these

18	standards are coming from. What are the new standards

19	and who establishes those and why?

20	MR. BISHOP: There's a little difference between

21	the programs that we're working with, and the removal

22	program cond ucts initial cleanups that are the worst

23	sort of circumstances first so that we alleviate those

24	severe threats to either human health or to the stream.

25	And in the circumstance that you are in, the

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	community — when we were looking at the different mine

2	sites that we were prioritizing, the community had more

3	concern about the Susie Mine, which is right in town,

4	than they did about some of the other mine sites that we

5	were looking at. And so w e actually changed that

6	priority to clean up the Susie Mine, and your property

7	is a portion of that mine site. So that's why it was

8	initially und ertaken.

9	Our program is meant to be the final cleanup action

10	that occurs. If anything, what we're trying to do is

11	just to make sure that there is no additional cleanup

12	that's needed. And we try to coordinate as best we can

13	with the removal program to have them get in and get out

14	and to be as complete as possible in the cleanups that

15	they do. But our program has — it's not that the

16	standards are necessarily different it's that — for

17	example, down at the old mill site in the lower part of

18	the canyon, there were some wastes that were left down

19	there, and we're the last program that comes through and

20	tries to see if there's additional work that might need

21	to be done before we leave the area.

22	So that's what's going on.

23	MR. STEW ART: What I was told, I was told that

24	the standards are a little different And what I'm

25	concerned about is that while they were there, they

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	could have done the whole thing, if it needed to be

2	done, and now they're saying, well, now that we're back,

3	we may need to do i t —

4	MR. BISHOP: Well, the only standard that's

5	changed, and I was going to address this, I dont know

6	if you read in your papers the last week or so, the

7	arsenic standard changed. If you'll recall, last

8	January or February, the Clinton Administration, on

9	their way out, changed it and then the Bush

10	Administration decided to take a second look at it.

11	Well, it actually went ~ and this is the water

12	standard — from 50 micrograms per liter for public

13	drinking water systems down to 10, and I believe that's

14	over a 6-year period.

15	Regardless of the time frame that they're

16	implementing that, our program will implement it right

17	up front, so we have a more difficult standard to meet

18	in terms of water quality in the stream. And I will

19	tell you when we're dealing with this contaminated

20	ground water, it's very difficult to achieve the

21	improvements that we're looking for to actually see

22	those improvements in the stream. So we've got to be

23	pretty thorough about our work.

24	You know, my hope is that we're not going to tear

25	your yard up again. But we're trying to be as complete

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	as possible, is all I can say.

2	MR. MARSH: Let me just add a little bit about

3	that, Sam. The sampling that we d id a year and a half

4	ago, as part of the remedial investigation, was

5	essentially a screening sampling, where we took one,

6	sometimes a couple of samples per yard, just to see what

7	the levels of lead and arsenic were in the yard

8	primarily.

9	What we're doing now is going back in as part of our

10	design effort, and from the initial sampling we did, we

11	found that, yes* there were levels of concern in

12	approximately 80 percent of the houses. We didn't

13	sample that many houses then. Now we're trying to go

14	back in and sample all the yards, and we're sampling

15	quadrants of yards or parts of yards to see actually

16	what would have to be removed in order to achieve the

17	cleanup standards that EPA will be setting in the record

18	of decision.

19	So it's really kind of a two-phase process, and

20	we're in the second phase of that process now. That's

21	why we're going back to some of the same yards.

22	MR. STEWART: I guess I've got to go back to the

23	road thing again, sorry. But there is a $150,000

24	difference between digging up 18 inches and capping it.

25	And I guess my concern is, what's $150,000 worth of

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

24

1	aggravation when somebody comes in here and tears up the

2	road and there's dust everywhere, and it just makes a

3	mess out of the town of Rimini while they're doing this?

4	And I hope that that is a part of the consideration in

5	,	the remedial action that is necessary.

6	MR. BISHOP: It is, and, you know, your concern

7	specifically has been a discussion of considerable — or

8	a topic of considerable discussion, and we will share

9	those cost figures with you. But again, as you guys

10	meet together as a community, please let us know before

11	this comment period closes, you know, if you can come to

12	some com mon reco mmen dation —

13	MR. STEWART: Well, I haven't seen any Rimini

14	meetings in the near future, and especially by the time

15	that your November 21st date is up. And I'm coming on

16	record now saying that I feel that this is a real

17	aggravation, and I personally would rather see a capping

18	rather than going through this big process of tearing

19	through the town.

20	And I don't know — What concerns me is that all of

21	a sudden, decisions are made, and I like to be a part of

22	them, if I can. And I want to be a part of it now and

23	go on the record, and if other people in this community

24	are in disagreement, I hope that they'll say it now.

25	Because I don't know what's said over the Internet to

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	you on your e-mail. And if you want me to, I will go on

2	the e-mail record as well. But I just want to say that

3	I don't see a community forum before that. And if there

4	is, good. I hope so.

5	But if people have a difference of opinion, then,

6	you know, I'd like to hear it now.

7	MR. BISHOP: Chuck.

8	MR. WATTERS: Chuck Watters. On that issue, May

9	and I have been talking, and we are going to call a

10	community meeting, and hopefully we're going to —

11	hopefully it is going to be before our due date of the

12	21st, because we have a lot of issues to discuss. We

13	have to discuss, as a community, this potable water

14	system, and the paving of this lower road and the paving

15	trough town is an issue that we're going to discuss. I

16	mean, if we really want to go on the record now, I've

17	been talking with some people in town, and right now,

18	people aren't sure what they want. I've only talked to

19	a few. But there's several people that are completely

20	against paving in town and, of course, completely

21	against paving the lower road, too.

22	But we are going to have a meeting, and that's one

23	of the things May and I are going to discuss tonight.

24	MR. BISHOP: I want to make sure people realize,

25	the lower portion of the valley paving up to Chessman

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Proposed Plan Public Hearing, Rimini, MT - November 8, 2001

1	Reservoir is nothing to do with our work.

2	MS. CANNON: So how will that be assessed? Is

3	that a RID?

4	MR. BISHOP: No.

5	MS. CANNON: Who is going to cover that one?

6	MR. BISHOP: I believe federal highway funds.

7	And you might talk to the Forest Service. It's a forest

8	improvement road of some sort. But there were funds

9	obtained by Congress to cover that. And if you have

10	concerns about (hat, and I know people do, you need to

11	be speaking with, I think, Department of Transportation

12	and probably Federal Highway Administration.

13	MR. WATTERS: Well, Eric Griffin, the County

14	Road Supervisor, we had a meeting on this road here

15	about a month ago, and he was going to hold ~ call and

16	hold some public meetings up here to discuss that paving

17	job. And I think it's maybe time we call him and get a

18	meeting going on, because they're already serving it.

19	But what it was, when we had this meeting, he said

20	even if it goes through, it's going to be like five

21	years from now. But the main guy from the Federal

22	Highway Department that was there said, because I asked

23	the question what's driving this and how do you

24	substantiate it, and he says, "Well, one thing is it's

25	traffic count." Well, when they got to talking, there

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	is no traffic count. So they're supposed to put in

2	traffic counters.

3	And he also made the comment, he says, "Now, if the

4	people in this area don't want this," and I can quote

5	this from him, he says, "we want to know because we

6	don't want to waste our time doing all this engineering

7	if the whole community is against it."

8	Originally when they proposed this, I think the

9	people in the community thought it was just going to be

10	a paving like Colorado Gulch. But now what's really

11	happening is this is going to be a major highway.

12	Because what it is, it's federal funds that were tagged

13	to build a highway that could be used for fire control

14	access. The problem is it has to be built to this high

15	state standard.

16	MR. STEWART: Well, you know, this is not an EPA

17	issue and we shouldn't be discussing it tonight, but I

18	do think that we definitely need a meeting of the Rim ini

19	residenls to discuss this, and itfe very important. And

20	when you say "we discussed this with Eric Griffin," I

21	don't know who "we" were. And this is something that

22	I'm concerned about —

23	MR. WATTERS: That's why we're going to have

24	this meeting here, Sam.

25	MR. STEWART: Great.

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

1	MR. WATTERS: You're on the list to be called.

2	MR. STEWART: Cool.

3	MR. BISHOP: I don't want to keep people here

4	any longer than they want to be here. Things are kind

5	of winding down.

6	1 appreciate everybody's willingness to come out

7	tonight, and if you think about things between now and

8	Tuesday, please come to our meeting at the Holiday Inn

9	downtown at 6:30 in the evening. If you have any

10	questions, give me a call. We will be at that location

11	at 5:30 again, if people have questions that you want to

12	talk over. And also, you know, letters, e-mails,

13	whatever other means you want, too, we'd be happy to

14	receive those.

15	So thank you.

16	(The proceedings were concluded at 7:50 p.m.)
27 **********

18

19

20

21

22

23

24

25

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Proposed Plan Public Hearing, Rimini, MT-November 8, 2001

COURT REPORTER'S CERTIFICATE

STATE OF MONTANA )

ss.

COUNTY OF JEFFERSON )

I, CHERYL ROMSA, Court Reporter, Notary Public
in and for the County of Jefferson, State of Montana, do
hereby certify:

That the foregoing proceedings were reported by
me in shorthand and later transcribed into typewriting;
and that the -29- pages contain a true record of the
proceedings to the best of my ability.

IN WITNESS WHEREOF, I have hereunto set my hand
and affixed my notarial seal this 19th day of November
2001.

CHERYL ROMSA

Court Reporter - Notary Public

My Commission Expires 8/4/03

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

BEFORE THE ENVIRONMENTAL PROTECTION AGENCY

PUBLIC HEARING ON THE PROPOSED PLAN
UPPER TENMILE CREEK MINING AREA SITE
LEWIS AND CLARK COUNTY, MONTANA

TRANSCRIPT OF THE PROCEEDINGS

Heard Before Mike Bishop, EPA Project Manager

Holiday Inn, Elkhorn Room, Helena Montana

November 13, 2001
7:13 p.m.

REPORTED BY: CHERYL ROMSA

CHERYL ROMSA COURT REPORTING
P. O. BOX 1278
HELENA, MONTANA 59624
(406) 449-6380

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

INDEX

PAGE

Discussion of meeting with lower watershed

residents 	 5

Discussion of education and restrictions re

developing reclaimed land 		 6

Discussion of meeting re wildlife issues	 13

COURT REPORTER'S CERTIFICATE 	 21

2

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	WHEREUPON, the following proceedings were had:

2	(An overview of the plan was presented by

3	Mike Bishop.)

4	MR. BISHOP: At this point, feel free to

5	comment. And again, the format that we had last time

6	was kind of a question-and-answer, and we don't

7	necessarily have to do that if you just want to comment.

8	But if you do want to ask questions, I'd be happy to

9	answer them, to the extent I cou Id, as well.

10	MR. POSEWITZ: Mike, if we've already sent a

11	written comment in, there's no real need to repeat any

12	of that.

13	MR. BISHOP: That's right. But we can have a

14	discussion, if you'd like, you know, about any of your

15	comments.

16	For example, comments that we've heard from Jim and

17	his group deal with these aspects of the roads and the

18	access and the effect on the wildlife. And we do have a

19	meeting set up for the 27th that would be facilitated,

20	and it will include many of the agencies and the hunter

21	and wildlife groups to try and sit down and dialogue on

22	this issue.

23	And frankly, in the responsiveness summary, I'm not

24	quite sure how to respond to their concerns. Because

25	our program allows us to create these developments in

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Response

The format of this meeting was primarily open discussion and
question and answer. EPA's responses to most comments are
provided directly in the discussion and are not repeated in this
column. Clarifications are noted in this column if necessary.

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	order to do the cleanup work that we need to do, but by

2	the same token, I think all of the agencies involved

3	recognize some of the concerns that these groups are

4	identifying. And I think if we all come together and

5	try and identify our roles, we can contribute different

6	aspects to deal with the concerns that they have. And

7	frankly, from our perspective, to the extent that they

8	could possibly help with conservation easements and

9	those sorts of things to close up some of these areas

10	where property owners may be amenable to allowing that

11	sort of ongoing use to be inserted, I think we would

12	like to work with these groups as well.

13	And many of the landowners that we're dealing with

14	are in absentia. Many of them haven't seen the

15	properties that they own. Some of them, their ancestors

16	developed them, and I doubt very much they have an

17	interest in developing them. And so I think by bringing

18	many of our ideas and our abilities together, we can

19	address some of these concerns as we go through the

20	Superfund process.

21	And I guess the message that I would like to leave

22	you guys with, whether now or in the later stages of

23	this process, is that Superfund is an open process and

24	we try to be as reactive as we can. Our law does allow

25	us to be fairly responsive, so we don't have to go

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	through some of the permitting hoops that you might

2	otherwise have to go through. Our process is meant to

3	be a surrogate for the National Environmental Policy

4	Act, so we don't do impact statements and those sorts of

5	things. So if you do have concerns, continue to bring

6	them to us and we'll do our best to try and bring some

7	attention to them.

8	Kathy, I was just curious, I know you must be here

9	to some extent representing the Lower Tenmile folks

10	there. Do they seem to be out of the loop as far as

11	what's going on and do they have concerns and a desire

12	to meet with us?

13	MS. LEIK: Well, actually, I actually just met

14	with your representative Friday, and I haven't talked to

15	any of the other neighbors. I just couldn't go up to

16	Rimini that night, so I just came to give myself some

17	background before we had the local meeting.

18	MR. BISHOP: Right.

19	MS. LEIK: So I'm not a very good resource as to

20	how the other people feel.

21	MR. BISHOP: And just so we have some record,

22	our dialogue with Helen Cannon at the last meeting was

23	that we would try to get together a small neighborhood

24	meeting with the lower watershed group to just give them

25	the courtesy of explaining in more detail, just like we

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	did this evening, what we're up to and trying to hear

2	their specific concerns, if there are some.

3	MS. LEIK: One of the concerns I had, when the

4	EPA did the initial, say, reclamation, they removed, in

5	the Lower Tenmile — like in the land adjoining mine,

6	there was an old mill. I'm not probably stating the

7	correct name for it, but they had dams> you know.

8	MR. BISHOP: Tailings impoundments, right.

9	MS. LEIK: It looked Hke, you know, Mammoth up

10	at Yellowstone Park, that whole gully. So they dug it

11	out and replaced it with beautiful — and it looks —

12	they did a very nice job. This was about "89, "90. And

13	everybody really welcomed that because of the

14	contamination. It was a large area.

15	But what concerned me, then afterward, when the

16	people that own that — It was private land that was

17	reclaimed, and then a few years ago when that came up

18	for sale, another neighbor and I commented, you know, to

19	the County Land Board that we had concerns about them

20	dividing that land up and somebody building over this

21	waste site. Because, you know, a person coming in

22	there, not knowing, would think it looked like perfectly

23	good land. But if they dug a well there, you can

24	imagine, into that old dredge, you know, where there was

25	arsenic, cadmium, and lead, and there was no vegetation,

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	etcetera, wel 1, if somebody dug a well in there.

2	And then on the side hills, they pointed out to me

3	when they did the recla mation ~ I was concerned about

4	my land being contaminated, so I had some conversations

5	with them at the time, and they pointed out to me how

6	the wind, being in a westerly direction, had blown this

7	waste up on the side hills of that gu lly, and there was

8	no vegetation there. Well, kids playing in that, again,

9	would be playing, you know, just like in East Helena,

10	where it's contaminated soil.

11	But what I found out when they were dividing that

12	land from the County Planning, that there were no

13	riders on that land. I mean, there was nothing that

14	told anybody w hat was under it.

15	In fact, one person on another piece close to me

16	actually bought a piece of the reclaimed land and then

17	built a house, and they didn't realize, because of

18	course, the person selling the land didn't tell them.

19	And then they found out, when you came back with the

20	second study there, that their land was contaminated.

21	And again, they have little kids. And, you know, they

22	weren't rich people or, say, people that could really

23	afford to do very much with this few acres that they

24	had.

25	So anyway, all this time, we've been concerned as to

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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	if you can't pu t riders, or whatever you would do —

2	that's probably not the right term for it, but when the

3	people bought the land when it came up for sale, that

4	they would know what was under there.

5	MR. BISHOP: Sure.

6	MS. LEIK: For their health.

7	MR. BISHOP: We have had discussions with the

8	County about having some mechanism to accomplish what

9	you're concerned about.

10	Mike, I don't know if you want to respond.

11	MR. McHUGH: It was the Department of State

12	Lands, the Abandoned Mine Bureau, that did the

13	reclamation on that site, and at that time, they could

14	have placed covenants or notification requirements on

15	it. The County had nothing to do with the division of

16	that land. All that was exempt, using the 20-acre

17	exemption and the family transfer.

18	We're very aware of the problems that you're talking

19	about. I know at least one case where people came and

20	dug up everything and put in a basement; now their kids

21	have elevated lead levels.

22	MS. LEIK: Right. That's the one place I was

23	mentioning.

24	MR. McHUGH: And we've tried to — We've had

25	several other proposed subdivisions in that area, and

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	the people have actually withdrawn their subdivision

2	application because of all the notification requirements

3	and building site restrictions that the County was going

4	to place on them; and then they've utilized other

5	exemptions, like family transfer exemptions, that the

6	County has no way to place — It would be nice to place

7	institutional controls at least that would require

8	property owners — you have to rely on the integrity of

9	the realtors and the integrity of the developers and the

10	landowners right now.

11	MS. LEIK: Right. And there's about six parcels

12	there that were 20-acre parcels that the back side goes

13	from Elk Trail. You're probably familiar with it.

14	MR. McHUGH: Yeah.

15	MS. LEIK: And of course, these are long,

16	rectangular 20-acre parcels. And so the only the

17	logical way to divide that, by covenants, they can

18	divide into 10. I know which one you're talking about,

19	where they used the family — because the County did

20	stop them from another, from the road issue. But

21	there's about six more parcels there that could all be

22	divided in half. And of course, the half that the

23	people would want — they're all built on that

24	Deer Meadow, so of course, where they would want to

25	build an access is from Elk Trail, and that would all be

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	right in the —

2	MR. McHUGH: The tailings ponds area.

3	MS. LEIK: — with that tailing ponds.

4	MR. McHUGH: I know. We're very worried about

5	it, but unless they come in for subdivision review, the

6	County has very limited things to do. I mean, we try to

7	work with the homeowners association in doing

8	notifications and trying to establish some institutional

9	controls, but we can't force them to do it. So it's

10	buyer beware.

11	MS. LEIK: Like I say, there's six or seven, and

12	then with the land —

13	MR. BISHOP: That is something, though, that I

14	think we ca n help institu te, Mike.

15	And I had mentioned to him that our attorney in

16	Denver, some of her colleagues had just been to one of

17	these seminars on institutional controls, what's the

18	best way to do this, do we put a notification on the

19	deed, do we — you know, I'm not sure what the best

20	method would be. But we do want to engage in some

21	conversations about this so that we try to prevent that

22	circumstance where people would dig into it and unearth

23	it and create a problem all over again.

24	And also, with respect to water, when we put in a

25	ground water control area, we will have to do it in such

10

Upper Tenmile Creek ROD

Response

C-142


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	a way that people are aware of the concerns in the

2	general area and that at a minimum, they analyze their

3	waters before they begin to use them as a potable water

4	supply and are aware that there may be some need for

5	water treatment and that sort of thing.

6	But you're right, we can't just walk away and hope

7	that it will remain effective.

8	MS. LEIK: Fortunately, that land haai't been

9	divided up, except for that one plot, but, you know,

10	with the price of land, I can see it's just a matter of

11	a few years before people do split their land.

12	MR. McHUGH: There is an effort under way right

13	now to do a Lower Tenmile watershed group similar to the

14	Upper Tenmile. And I think if we can bring the

15	information to people, they'll be more aware of the

16	problems that you have in that area. So that may be a

17	good thing.

18	The Health Department is thinking, in conjunction

19	with the remediation work that the EPA is doing in the

20	Rimini area, about having an education liaison that

21	would come up to people and hand out — you know, go

22	door to door and hand out pamphlets, offer testing, and

23	things like that. So that may be another mechanism that

24	could bring up the knowledge level there.

25	MS. LEIK: Right.

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	And it's kind of like East Helena, even though I

2	know that one place that was divided, you know, those

3	kids could play on that side hill where there is no

4	vegetation, and it looks perfectly fine. But that

5	gentleman didn't seem concerned at all when Mike Cannon

6	and I talked to him about it at one of our association

7	meetings. It was kind of like, oh, well.

8	I mean, to us there was a real threat to his

9	children.

10	MR. McHUGH: W ell, that's part of the reason the

11	County recommended denial of that subdivision, but then

12	they took the end run on it.

13	MS. LEIK: Right.

14	I guess there's nothing you can do about the people

15	if they don't recognize the problem.

16	I'm sorry to take so much time on that one issue,

17	but it really bothered me. Because I was so grateful

18	the EPA came and reclaimed that area. I mean, it was

19	wonderful, because it was blowing all over and

20	contaminating everything and contaminating

21	Tenmile Creek. So I was thankful that they reclaimed

22	it. I just assumed that there would be riders on the

23	land or some...

24	MR. BISHOP: And that sort of thing is left to

25	our program, and that's the difference between our

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	removal and remedial program. So we will be striving to

2	try and deal with that. And you didn't take too much

3	time.

4	I was just thinking that we havent been hearing

5	very much here, and we've taken the time to assemble

6	this meeting.

7	jim, I was going to put you on the hot seat a little

8	bit. This upcoming meeting that we have on the 27th,

9	can you lead us in some direction as to how you think

10	that might be organized or—

11	MR. POSEWITZ: Okay. I think, first of all, for

12	the record, we certainly appreciate the way EPA has

13	responded to everything that we have brought up as far

14	as an issue or a commentary. And the meeting on the

15	27th is to continue to address our concerns about

16	preserving as much wildlife habitat and wild life habitat

17	security in the Tenmile Drainage as is possible when we

18	go through this process.

19	Our concern was further heightened by realizing that

20	we're talking about a lot of public land ownership in a

21	watershed and that the ultimate road configuration, road

22	density, and road standards are going to be the

23	long-term responsibility, pu rview of the United States

24	Forest Service. And so what we wanted to talk about on

25	the 27th of November was to see if we had a common goal

Upper Tenmile Creek ROD

Response

C-145


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	for what — or a common objective for what we wanted the

2	Tenmile watershed to took like when EPA was finished and

3	when it was going into the long-term custodial care of

4	the National Forest Service. And why we wanted to

5	address that while the EPA was still active and present

6	is because of the resources EPA brings to the landscape.

7	And those are resources that can leave us with problems

8	or those are resources that can become part of the

9	solution.

10	So I think the meeting of the 27th will be a key one

11	for us to see if we can come to a consensus on what we

12	want the ultimate future long-range condition of the

13	Tenmile watershed to look like. It's something that we

14	deal with in the forest planning process. It's

15	something that for species Kke elk, we have a very

16	strong database to know what is conducive for elk

17	habitat, elk security, and the kind of elk seasons that

18	have been traditionally part of the Montana hunting

19	heritage. And so we don't want to be left with a future

20	condition for a lot of activity up there. And this

21	activity again focuses, in our minds, a lot on roads and

22	what might be — what we might construe as excessive

23	access to properties that, by virtue of time and just

24	the natural evolution of things, became isolated tracts

25	that did not have a tot of human activity in them.

14

Upper Tenmile Creek ROD

Response

C-146


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	MR. BISHOP: Right.

2	MR. POSEWITZ: Now they're being accessed again,

3	and thus ou r concern.

4	The other item, on the Travis site, again, we're

5	quite pleased with the EPA's response to looking for

6	alternatives to sacrificing that meadow for a water

7	supply augmentation component. And we feel that that

8	particular site, even though it's not an aboriginal

9	circumstance, it certainly is a circumstance conducive

10	to a lot of wildlife species and a lot of vegetation

11	diversity. And again, in this context, we look at the

12	Tenmile watershed as part of a larger wildlands resource

13	that basically stretches from the Yellowstone on up into

14	Glacier and into Canada. And here, I guess calling

15	EPA's and the Forest Service's attention to this

16	evolving body of science that said you need connecting

17	corridors between isolated components of critical

18	wildlife habitat; and one of the connecting corridors

19	that is normally identified in these scientific reports

20	has to do with coming down the Continental Divide.

21	And if you look at the juxtaposition of

22	Tenmile Creek, the Boulder reclamation that's also in

23	the future, the new planning start that's been initiated

24	on the Little Blackfoot side, that is a very fragile

25	component of a wildlife corridor reaching from Glacier

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	to Yellowstone, for example. So we think it has got

2	wildlife values and wildlife importance that go beyond

3	just the local circumstance of us elk hunters liking to

4	have isolated tracts of wild land to hunt in.

5	And again, I guess concluding with the fact that we

6	appreciate how responsive EPA has been to our raising

7	these issues.

8	MR. BISHOP: Something that I would like to

9	maybe pry out of you is, there seems to be some history

10	of previous discussion on this topic that, you know, I

11	think recognizing the concerns that you've stated is one

12	thing, but there seems to be a political aspect or

13	something to this issue that I feel maybe a little naive

14	going into this meeting on the 27th.

15	MR. POSEWITZ: I don't think there's anything

16	hidden here. I mean, if you're looking at —

17	MR. BISHOP: I don't mean anything hidden. Are

18	there issues that have been previously — bridges that

19	have been crossed that would give us some insight as to

20	how to approach this topic at this point?

21	MR. POSEWITZ: Well, I guess previous

22	discussions that involve this particular landscape, if

23	you look at the forest plan, road density

24	recommendations that are in the forest plan, if there is

25	some residual baggage from those discussions and

16

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	planning processes, it would be that the forest road

2	network is not consistent with the forest plan. And

3	that has to do with a lot of things, like the way

4	Congress appropriates money for roading and logging

5	where Congress didn't appropriate money for other

6	things. And there's probably a long and, oh, diverse

7	history to some of those areas, and not just in Tenmile

8	Creek. I mean, that would be the headwaters of Little

9	Blackfoot and it would be Travis Creek and Lump Gulch.

10	I mean, any part of Helena National Forest, there are

11	components of that that are inconsistent with the forest

12	plan.

13	We are engaged with the Forest Service, talking

14	about motorized recreation. And that particular Tenmile

15	watershed has got a lot of old mining roads that are

16	being used for motorized recreation, and there's

17	discussions on what, if any, degree we want the

18	Forest Service to address that. W e realize that's not

19	part of the EPA issue at all. I mean, that's the

20	residual problem, and it doesn't have much to do with

21	your remedial program.

22	You go over the ridge on Black Mountain, and there

23	is a wilderness candidate, wilderness study area. It's

24	sort of in protective custody now, but that will be

25	another big public issue when that rolls around. But

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT -

November 13, 2001

1	the reality is that you ball these things together, some

2	areas with struggles and some with some degree of

3	security, you represent an exceptional wildlife

4	resource.

5	MR. BISHOP: There's no legal challenge or

6	anything that's clouding the issue at this point, is

7	there?

8	MR. POSEWITZ: No, there's none clouding the

9	issue, but now the Forest Service also has got to come

10	out with lynx guidelines. And so all of the sudden,

11	you're into the question of T&E species, with lynx,

12	wolves, wolverines, grizzly bears. And if you ascribe

13	to the corridor importance, all those things become

14	relevant.

15	We have not raised those as issues because of — we

16	think we're getting a good response with the simple

17	approach of trying to preserve elk habitat, quality

18	hunting environments, relatively wild lands; and that if

19	we can hold onto that concept — I mean, I think the

20	other idea of bringing in a T&E argument would be not

21	conducive to the process where we have repeatedly stated

22	we are in sync with your objectives.

23	We think whatyou're doing up there for Rimini and

24	for the water supply and for the mine cleanup is very

25	important stuff, and we're satisfied with the response

18

Upper Tenmile Creek ROD

Response


-------
Proposed Plan Public Hearing, Helena, MT - November 13, 2001

1	we're getting to our concerns. And granted, those other

2	issues are sitting out there like in a fog bank or a

3	cloud, but speaking for the Helena Hunters & Anglers, I

4	don't think we're going to raise those issues, because

5	we don't want to complicate the process. We want to see

6	that this continues to do what we think is a good idea:

7	Cleaning up as much of that as we can afford to clean

8	up, and do it now without a great delay getting into

9	some kind of a litigative cycle over grizzly bears, for

10	example.

11	MR. BISHOP: No. The Fish & Wildlife Service

12	has raised concerns about lynx, and we have tried to be

13	somewhat sensitive to them. And we are actually looking

14	to some extent about the potential for cadmium to

15	accumulate in them from some of these materials. We can

16	talk about that some other time.

17	But 1 just — since we're all out tonight, I thought

18	I would try and use your time effectively.

19	MR. POSEWITZ: Sure. I appreciate that.

20	MR. BISHOP: Are there other comments or

21	concerns?

22	And we let a gentleman slip away here. I'm not even

23	sure who that was, that was over in the corner there. I

24	meant to ask him as well.

25	I would like to thank you for coming out tonight.

Upper Tenmile Creek ROD

Response

C-151


-------
Proposed Plan Public Hearing, Helena, MT -

November 13, 2001

1	And again, I do look forward to working with you and the

2	groups tha t you repre sent in a forw ard-lookin g sense.

3	To the extent that you continu e to have concerns, let's

4	get together and see if we can deal with them.

5	Thank you very much.

6	(The proceedings were concluded at 7:40 p.m.)

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

20

Upper Tenmile Creek ROD

Response


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Proposed Plan Public Hearing, Helena, MT - November 13, 2001

COURT REPORTER'S CERTIFICATE

STATE OF MONTANA	)

ss.

COUNTY OF JEFFERSON )

I, CHERYL ROMSA, Court Reporter, Notary Public
in and for the County of Jefferson, State of Montana, do
hereby certify:

That the foregoing proceedings were reported by
me in shorthand and later transcribed into typewriting;
and that the -20- pages contain a true record of the
proceedings to the best of my ability.

IN WITNESS WHEREOF, I have hereunto set my hand
and affixed my notarial seal this 19th day of November
2001.

CHERYL ROMSA

Court Reporter - Notary Public

My Commission Expires 8/4/03

Upper Tenmile Creek ROD

Response


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Appendix D

Basin Creek Mine Reclamation
Responsibilities


-------
Wlhv.'....,.... ..

c- 	" " "\QcNCY

Basin Creek Mining, Inc.	MAR " ¦- 2002

P.O. Box 180	n^Pin

_ . ___	i VrrILn
Basin, MT 59631

March 4, 2002

Department of Environmental Quality
Permitting and Compliance Division
P.O. Box 200901
Helena, MT 59620-0901
Mr. Pat Plantenberg

Re: Minor Revision 01- 001, Operating Permit 00132

Additional Revisions to Reclamation Status Map for the Record of Decision

Dear Mr. Plantenberg:

Per our recent conversation, I have again revised the Reclamation Status Map and
corresponding Reclamation Status Spreadsheet. These revisions are additional to the
revisions on the February 6, 2002 correspondence between BCMI and the DEQ. There
were two changes to the Reclamation Status Map and Spreadsheet as listed below:

Area	Acreage Description of Change

38.1	0.5	Historic mining road from SP08 to a gate on the NW

portion of the Operating Permit Boundary.
Reclamation responsibility transferred from EPA to
BCMI.

66	0.8 Access road in the Fisher Park area. Reclamation

responsibility transferred from EPA to BCMI.

Total	1.3 acres

The changes were made after consultation with the Trustee (Kelvin Buchanan), the
DEQ (Pat Plantenberg), the EPA (Steve Way and Mike Bishop), and BCMI (Dan
Adams). The primary reason for the reclamation responsibility transfer is that the EPA
has now rejected these areas as possible haul routes for historic mine waste. At the
inception of the Repository, the EPA was considering these areas as possible haul
routes.

d:\02regagVclrev1 .wpd


-------
Also included on the Reclamation Status Map are the locations of the current MPDES
Outfalls and the proposed MPDES Outfalls. The Map and Spreadsheet are now
accurate and will suffice as Exhibits to the Record of Decision.

If you have any questions or require further information please contact me at 459-0546.

Sincerely,

		

Daniel B. Adams

BCMI Site Manager

Enclosure: Reclamation Status Map

Reclamation Status Spreadsheet

cc:

Kelvin Buchanan (Trustee)
Steve Way (EPA)

Mike Bishop (EPA)


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March 4, 2002

BASIN CREEK MINE

OPERATING PERMIT No. 00132



BCMI

EPA

BCMI

EPA





Reclamation

Reclamation Completed by

Reclamation

Reclamation

Mlnesite Location



Completed

BCMI Prior to Repository Startup

Not Completed

Responsibility



Area

Acres

Acres

Acres

Acres



1

2.5







Luttrell Peak

2

14.3







Block B

2.1

0.2







Block B North

3

30.6







Upper Waste Repository Removal Area '

3a

1.3 " '







Middle Waste Repository Removal Area

3.1 i 0.4

. .. .. 			 _ . 	 - .	J ....... 	I



Columbia Tailings

3.2



L_



0.8

Malf. Jet Monitor Well Road ;

4

3.8







Luttrell Ridge !

5

0.4



i

1 .........

Luttrell Ridge

5.1
6

0.4
6.2

		 	 - -		 ^ ¦

.



Luttrell Ridge

Luttrell Ridge i

I 7







21.7

Luttrell Pit

r |

CO

9.7







West Luttrell Ridge

9



. 		4 _ ... 	__





West Luttrell Ridge

I 10

2







Malfunction Junction

; 11

4.1



.



Luttrell Pit East

L 11.1





0.5

Luttrell Pit East

: 11.2







0.4

Rimini Road below Repository

! 12



15.7





South Luttrell Ridge

12.1

! 0.3



0.3

South Luttrell Ridge

12a

! 0.1





South Luttrell Ridge

12b



0.1





South Luttrell Ridge

h 13

1.1







Haul Road

14

9.5







Haul Road

15

1.3





Haul Road/Drill Road

16

0.4





! Lower Venus

17

0.6





j Mine Entrance

02regag/bndsum3.wk4

1


-------
March 4,2002

BASIN CREEK MINE

OPERATING PERMIT No. 00132

26

3.9







I

LP1 Impoundment

26a

0.3 !

LP1 Overflow

26.1

2.6





! LP1 Impoundment

27

25.4





LP1

27.1





1.5 1

LP1 Perimeter Road

27.2







1.4

Riminl-Elliston Wagon Road

28

4.5



1

Fisher Park East

29

5I7



1

Fisher Park West

30

5



i

LP1 North

30.1





r i 0.9

Haul Road by Truck Shop

31

1







Truck Shop North

31.1





0.5



P. Pit Upper Access Road

32

3.9

,





Paupers Peak

32.1



-

0.6 s

Paupers Peak

33

0.4







Paupers Peak Road

34

0.5







Paupers Peak Road

35

0.3







Paupers Peak Road

02regag/bndsum3.wk4

2


-------
March 4,2002

BASIN CREEK MINE

OPERATING PERMIT No. 00132

BCMI

EPA

Reclamation

Completed

Reclamation Completed by
BCMI Prior to Repository Startup
Acres

__BCM|	

Reclamation
Not Completed

EPA

Reclamation
Responsibility

Mlnesite Location

4§__

47
47.1

48
48a



28.9
7.2

13.1
10

48b

i

48.1





48.3

0.2
3.9

	

49

14.4



49.1a

0.9



4"



0.8

LP3 West Ditch

0.3 ^



LP3 Genset



20.7

LP3 North





LP3





LP3 Cover Area



Upper Paupers Pit





Middle Paupers Pit

0.9



Upper Paupers Pit

1.8



P. Pit Haul Road

		

				

Upper Paupers Pit
Lower Paupers Pit





Lower Waste Repository Removal Area





Waste Repository Removal Area Toe

02regag/bndsum3.wk4

3


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March 4.2002

BASIN CREEK MINE

OPERATING PERMIT No. 00132



Paupers Peak i

		

Paupers Peak

Paupers Peak I



Paupers Peak |



ISS2 Access Road j



Paupers Peak i



Fisher Park j

0.5

LP1 East Road j

02regag/bndsum3.wk4

4


-------
March 4, 2002

BASIN CREEK MINE

OPERATING PERMIT No. 00132

02regag/bndsum3.wk4

5


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