United States
Environmental Protection
Agency
                          Office of
                          Emergency and
                          Remedial Response
EPA/ROD/R09-90/049
September 1990
&EPA   Superfund
           Record of Decision:
           Coalinga Asbestos Mine, CA

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50272-101
I REPORT DOCUMENTATION
I        PAGE
1. REPORT NO.
     EPA/ROD/R09-90/049
                                           1. Recipient's AcceeeJon No.
   SUPERFUND RECORD OF  DECISION
   Coalinga  Asbestos  Mine,  CA
   Second  Remedial Action - Final
                                                                     5. Report Otte
                                                    09/21/90
 7. Authix(«)
                                                                    8. Performing Orginiation Rept No.
 ». Performing Organization Name and Addree*
                                                                     10. Profrct/Tiik/Work Unit No.
                                                                     11. Contract(C) or Grtnt(G) No.

                                                                     (C)

                                                                     (G)
 11 Sponsoring Organisation Hunt and Addrea*
   U.S. Environmental  Protection Agency
   401 M Street,  S.W.
   Washington,  D.C.  20460
                                           13. Type ol Report t Period Covered

                                                     800/000
                                                                    14.
 11 Supplementary Notee
 18. AbeMet (Limit: 200 word*)

  The 557-acre  Coalinga Asbestos Mine  site,  a former  asbestos processing area and chromite
  mine,  comprises part of  the Johns Manville Coalinga Asbestos Mill site in  western Fresno
  County, California.  This  rural mountainous area  is used primarily for recreational
  purposes..  From 1962 to  1974, asbestos  ore from several local mines was processed and
   orted onsite,  and the resulting asbestos  mill tailings were periodically  bulldozed  into
  an intermittent stream channel.  Subsequently, from 1975 to 1977,  a chromite milling
  operation was conducted  onsite.  Tailings  were often washed downstream during periods of
  stream flow,  and the resuspension of asbestos fibers from the tailings into the air
  produced a significant inhalation hazard.   As a result of these  activities,
  approximately 450,000 cubic yards of mill  tailings  and asbestos  ore remain onsite within
  a  large tailing pile.  Other site features include  an asbestos ore storage/loading area,
  an abandoned  mill building,  an inactive chromite  mine, filled-in chromite  settling
  ponds,  and debris.  In 1980 and 1987,  State investigations indicated that  the site was
  contributing  a significant amount of asbestos into  the surface water.  This site will be
  remediated as two'-Operable Units (OU) .   This Record of Decision  (ROD) addresses the

  (See Attached Page)
 17. Document Aneryale a, Deecrtplon
    Record of Decision -  Coalinga Asbestos Mine, CA
    First Remedial Action - Final
    Contaminated Medium:   sw
    Key Contaminant:  asbestos

   b. UenMevt/OpwvEnded Terme
   c. COSATI FWd/Graup
  -. AvdlibUHy Statement
                            19. Security CUM (TM« Report)
                                   None
                                                     20. Security CUM (Thl. Pige)
                                                            None	
21. No. olPige*
       52
                                                                                22. Prio*
(See ANS»-Z3».18)
                                      See butruetforw on fttvvrw
                                                      OPTIONAL FORM 272 (4-77)
                                                      (Formerly NT1S-1S)
                                                      Department ol Commerce

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EPA/ROD/R09-90/049
Coalinga Asbestos Mine, CA
Second Remedial Action - Final

Abstract (Continued)

remedial action for OU2, the Johns Manville Coalinga Asbestos Mill Area.  The primary
contaminant of concern affecting the surface water is asbestos.

The selected remedial action for this site includes consolidating contaminated soil and
asbestos ores within the tailing pile; grading and revegetating the tailing pile to
reduce erosion and increase stability; diverting surface-water away from the tailing
pile; improving an existing sediment trapping dam by constructing a concrete spillway;
dismantling the mill building; paving the mill access road; and implementing engineering
controls, institutional controls including deed restrictions, and site access
restrictions such as fencing.  The estimated present worth cost for this remedial action
is $1,947,000, which includes a total O&M cost of $815,000.

PERFORMANCE STANDARDS OR GOAI^S .•   A specific cleanup level for asbestos was not
determined due to uncertainties in sampling parameters; however,  the selected remedial
action will reduce the excess lifetime cancer risk to the level of 10"4 to 10~6 .

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JOHNS-MANVILLE COALINGA MILL AREA OPERABLE UNIT
    m
                     OF THE

JOHNS-MANVILLE  COALINGA ASBESTOS  MILL NPL SITE
              (COALINGA MINE  SITE)
              RECORD  OF  DECISION
 United States Environmental Protection Agency
     Region IX - San Francisco, California
               September 21,  1990

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                   TABLE OF CONTENTS

SECTION                                           PAGE

Record of Decision
     Declaration Statement                           i
          Site Name and Location                     i
          Statement of Basis and Purpose             i
          The Site                                   i
          Description of the Selected Remedy         ii
          Statutory Determinations                   iii

     Decision Summary
      1.0 Site Name, Location and Description        1
      2.0 Site History and Enforcement Activities    2
      3.0 Highlights of Community Participation      4
      4.0 Scope and Role of the Response Action      4
      5.0 Site Characteristics                       5
      6.0 Summary of Site Risks                      6
      7.0 Description of Alternatives                10
      8.0 Comparative Analysis of Alternatives       14
      9.0 ARARs                                      17
  \  10.0 The Selected Remedy                        20
   V" 11.0 Documentation of Significant Changes       22
     12.0 Statutory Determinations                   22

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                  RECORD OF DECISION

                      DECLARATION

SITE NAME AND LOCATION

Johns-Manville Coalinga Asbestos Mill  Area  Operable Unit  of the
Johns-Manville Coalinga Asbestos Mill  Site,
Fresno County, California

STATEMENT OF BASIS AND PURPOSE

This Pecord  of  Decision ("ROD") presents  the selected  remedial
action  for  the  Johns-Manville Coalinga Asbestos Mill  Area
Operable Unit ("JM Mill Area OU") of the Johns-Manville  Coalinga
Asbestos Mill Site ("JM Mill Site")  in Fresno  County, California.
The remedy was selected pursuant to  the Comprehensive Environmen-
tal Response, Compensation, and  Liability Act, as amended by  the
Superfund Amendments and Reauthorization Act,  42 U.S.C.  Section
9601 et^ sea., ("CERCLA")  and in accordance with  the  National  Oil
and Hazardous  Substances  Pollution  Contingency  Plan,  40 c.F.R.
Section 300 et. seq..   ("NCP"). This ROD explains the factual  and
legal bases  for selecting  the  remedy for the JM  Mill  Area  OU.
This decision is based on the  Administrative Record  for this
site.   The attached index  identifies the items that  comprise  the
Administrative Record.

The State of  California has concurred  in  the selection  of this
remedy.

THE SITE

The JM  Mill Site includes three geographically distinct areas:
i) The JM Mill Area  (Figure 1); ii)  The Ponding Basin of  the
California Aqueduct  (Figure 2); and  iii)  The City  of Coalinga,
California.   Asbestos  mining  and milling  waste from  the JM Mill
Area has been transported to and come to be located  in the other
two areas. The  JM Mill Site  is  also  known as the Coalinga Mine
Site.   This operable unit  ("OU") addresses the JM Mill Area  ("JM
Mill Area Operable Unit").

The JM Mill Area contains an  estimated  340,000 cubic meters
(450,000 cubic yards)  of mine waste and mill  tailings containing
high concentrations of asbestos.   Actual or  threatened  releases
of hazardous  substances from the JM Mill  Area  presents an  im-
minent and substantial endangerment  to public  health, welfare, or
the environment.  The  response  actions selected in  this ROD  ad-
dress this imminent  and substantial  endangerment.

Asbestos is a hazardous substance as defined in 42  U.S.C. Section
9601(14)  and as listed in 40 C.F.R.  Section 302.4.  Asbestos min-
ing and milling waste  is not  regulated  by  the Resource Conserva-
tion and Recovery Act  ("RCRA").  Asbestos  is  known to cause  lung
cancer and  mesothelioma in humans.    Asbestos also  causes  other
lung diseases such as asbestosis. If asbestos  is not  further con-
trolled at the JM Mill  Area OU,  the potential  for  human  exposure

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'(.OWJ rmOH rxn ex<«0»0 €«'!•«' 'I' "-•» 3a«* -'o
                     Figure 1: Detailed Site Map
                                                       Ak Stitien
                                                      LEMOOHC
                                           I  AMOVO PASA
                                           f, OAAMAOI
                   Figure 2: Greater Coalinga Area

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to  asbestos  and  the  resulting increased  risk  to human  health,
primarily through the inhalation pathway,  will remain.

DESCRIPTION OF THE SELECTED REMEDY

The JM Mill Area OU is one of   two  designated operable  units for
the JM Mill Site. The other operable unit  is  the  clean  up of as-
bestos contaminated soil  in  Coalinga,  California by burying the
contaminated material in a vault  with an  impermeable cap.   A ROD
for the  City  of Coalinga  Operable  Unit was  signed  on July 19,
1939.
Asbestos  waste  at t-w»  ,TM Mi 1 1  A~»a on  nr-ocon*-<:  three major
problems:  i)  the release  of  chrysotile  asbestos  from the  mill
area into Pine Canyon Creek during heavy  rains;  ii)  generation of
airborne  asbestos  by vehicles driving in  the Mill  Area,  on
asbestos-bearing soils and on roads; and  iii)  the transport of
asbestos from  the  Mill Area  >->y vehicles which have been  driven
through the Mill Area.

Clean up of the asbestos ar the JM Mill Area CU includes control-
ling the release of  asbestos  from the Mill Area and  restricting
access to the  Mill Area  using engineering  and institutional  con-
trols.  The remedy entails:

    1) Constructing a cross canyon stream diversion to divert
       water flow away from the tailings  pile;
    2) Improving the existing sediment trapping dan to
       minimize the release of asbestos  (approximately 340,000
       cubic meters)  into Pine Canyon Creefc;
    3) Fencing around the mine perimeter  and around the
       disturbed areas to limit access;
    4) Conducting a revegetation pilot project to determine
       whether revegetation is a practical means of increasing
       stability and minimizing erosion of the disturbed
       areas ;
    5) Dismantling of the mill building and disposal of
       debris ;
    6) Road paving or an appropriate engineering alternative; and
    7) Filing -deed restrictions.

Stabilization  and  control  of asbestos  waste  will minimize  the
release of asbestos,  thus providing long-term protection of human
health and  the environment.  The estimated cost of the selected
remedial action is $1.9 million.

Operation and  maintenance  activities will be required  to  ensure
the effectiveness of the response action.   In the event  of a
natural event  such as a  flood or earthquake, all  repairs  neces-
sary to contain the  hazardous substances will be made.   Because
the asbestos waste will  not be treated,  long-term  management of
the waste will be required.   EPA will review the remedial  action
no less often  than every  five  years pursuant to  CERCLA Section
                           ii

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 AL  Lhis time, EPA  is not proposing any 'action  in the Ponding
 Basin  because the U.S.  Bureau of  Reclamation  ("USER")  and  the
 California Department of  Water  Resources  ("DWR")  are  considering
 actions  to minimize  the  generation  of  airborne  asbestos-laden
 dust  in  this area.    in 1992 EPA will  evaluate whether  the
 USBR/DWR  actions have been  adequate to protect human health  and
 the environment  and will  publish a public notice of its  deter-
 mination.  EPA will  decide  at that time whether  further EPA  ac-
 tion under CERCLA in the Ponding Basin is  necessary.

 STATUTORY DETERMINATIONS

 Pursuant  to CERCLA  Section  121, 42  U.S.C.  Section 9621,   and  in
 accordance with the NCP, the  selected  remedy  for  the  Johns-
 Manville Coalinga  Asbestos  Mill  Area Operable Unit:  (1)   is
 protective of human health,  welfare  and the environment;  (2) com-
 plies with Federal  and State requirements  that are legally  ap-
 plicable or relevant and  appropriate  to the remedial action;  and
 (j;  is  cost-effective.    The  selected remedy utilizes permanent
 solutions and alternative treatment  .(or resource  recovery)  tech-
 nologies to the  maximum exrent  practicable  for  the JM Mill Area
 OU.   Treatment of  asbestos  contamination  at the JM Mill Area  OU
 was determined to  be impracticable  based  on  lack of effective-
 ness,  technical infeasibility,  problems with implementability  and
 cost factors.

 This remedy will  result in hazardous substances  remaining on site
above health-based  levels.   Pursuant  to  CERCLA Section 121,   42
U.S.C.  Section 9621,  EPA will  conduct a review  within five years
after commencement of remedial  action to  ensure that the  remedy
 continues to provide adequate protection of human health and  the
 environment.
         4
 Daniel W.  McGovem                            Date
 Regional Administrator
 EPA Region IX
                           iii

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                     ./•RECORD OF DECISION

                        DECISION SUMMARY

1.0  SITE NAME. LOCATION.  AND DESCRIPTION

The Johns-Manville Coalinga  Asbestos Mill  Site  ("JM Mill Site")
includes  three geographically distinct areas:   i)  The  JM Mill
Area; ii) The-Ponding Basin of the California Aqueduct r.ear Gale
Avenue  ("the  Ponding  Basin"); and iii)  The City of Coalinga,
California. The JM Mill Site is  also known as the  Coalinga Mine
Site.   This Operable  Unit selects the  remedy for the  JM Mill
Area.

The JMC fli^l Area           (

The JM  Mill Area  is a privately  owned,  2.3  square kilometer
(557-acre)  tract of land located in  upper Pine Canyon on the
southern flank of the Joaquin Ridge in  the  Diablo Range,  which is
part of  the Coastal Range  Mountains  in western Fresno  County,
California  (Figure 2) .  It  is  located  approximately  1 kilometer
(0.6 miles) downslope  from  the outcrop margin of the New Idria
Formation, a diapiric serpentine  plug containing naturally occur-
ring chrysotile  asbestos.  The nearest population center is
Coalinga  (population 8250)  located approximately  27  kilometers
(17 miles) to  the southeast.  The JM Mill Area includes asbestos
mill tailings, an asbestos ore storage/loading area, an abandoned
mill building,  an inactive  chromite mine  (the Railroad Mine),
filled-in chromite settling  ponds and  debris.   It  is drained by
the east  and  vest forks of   Pine Canyon Creek (See  Figure 1)  .
The areas adjacent to the JM Mill Area  are rural.   Land  uses in-
clude mining,  ranching,  farming and recreation (camping,  hunting,
hiking,  mineral  collecting and riding off-highway vehicles
("OHVs")).

The Ponding Basin at  the California Aqueduct

The Ponding Basin is an area between State Highway  198  and Gale
Avenue to the vest of the  California Aqueduct  (see Figure 2).  It
was designed  to hold floodvaters from the Arroyo  Pasajero  al-
luvial fan.   During  heavy rains, asbestos-bearing  sediments can
be washed down Pine Canyon Creek, into White Creek, into Los
Gatos Creek  and eventually  carried through  the Arroyo  Pasajero
drainage basin and deposited in the Ponding Basin and in the sur-
rounding area.  During  heavy flooding,  asbestos-laden water has
filled the  Ponding Basin  and been released  into  the California
Aqueduct.  The Ponding  Basin has  been designated as a part of the
JM  Mill  Site because it  contains  asbestos  vhich  has  been
transported from the JM Mill Area.  The Ponding Basin also con-
tains asbestos froa other natural and  disturbed areas (including
the Atlas Asbestos  Company Superfund Site or "the Atlas Mine
Site",  vhich  is  located approximately  5 kilometers  from the JM
Mill Area).  The Ponding Basin is administered by the United
States Bureau of Reclamation ("USSR")  and the California Depart-

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ment  of Water  Resources  ("DWR")-  Ponding  basin land  is used
mainly for agriculture.   Huron, a community of approximately
3000,  is located adjacent to the Ponding  Basin.  The USSR and DWR
are  currently  developing plans  to  address  the  Arroyo Pasajero
flooding and the impact  of such  flooding  on  the California
Aqueduct.

The Citv of Coalinaa

During the investigations of the JM Mill Site and the Atlas Mine
Site,  asbestos was discovered in Coalinga,  California.   This as-
bestos had been  shipped  from the JM Mill Area and other sources
to a depot in Coalinga  for  eventual  shipment out of Coalinga by
rail and truck.   The  asbestos  is concentrated in  a  44 hectare
(107 acre) parcel of land in the southwestern corner of Coalinga.
The City of Coalinga is an Operable Unit of the JM Mill site and
the Atlas Mine Site.  A ROD was signed for that Operable Unit on
July 19, 1989 and cleanup of the asbestos began in February 1990.
Clean up is scheduled to be  completed by June 1991.

2.0  SITE HISTORY AND ENFORCEMENT ACTIVITIES

In the mid-1950's, an investigation by the California Division of
Mines and Geology indicated  that the serpentine matrix of the New
Idria  Formation  was  chrysotile  asbestos.   Subsequent investiga-
tion  in  the southeastern  third of the New  Idria  Formation
demonstrated that the asbestos ore could be  mined  and  milled to
produce  a  marketable short-fiber asbestos product.    From 1959
through 1962, the Coalinga and Los Gatos Creek areas experienced
an intensive land rush for asbestos mining claims.   The Southern
Pacific Railroad acquired the JM Mill Area land from the federal
government as part  of a land grant under the 1871 Railway Act.
For a  25-year period, the Southern Pacific Land Company  ("SPLC")
leased part  of   the  property to the Coalinga Asbestos Company.
The Coalinga Asbestos Company,  a  joint venture between  the
Johns-Manville Corporation  ("Johns-Manville"),  the  Kern County
Land Company and private investors, constructed the  asbestos
mill at the JM Mill  Area and operated the mill from approximately
1962 to mid-1974.  During the Coalinga Asbestos Company's asbes-
tos milling  operations  at  the JM Mill  Area, asbestos  ore was
processed and sorted and asbestos mill tailings were periodically
bulldozed into the eastern  fork of  Pine  Canyon Creek.   Asbestos
ore was brought to the JM Mill Area from several nearby open pit
mines,  including the Jensen Mine and the Christy Mine.   An es-
timated  340,000  cubic  meters (450,000  cubic  yards)  of asbestos
ore and asbestos tailings remain.at the JM Mill Area.

In November 1975, the  Coalinga Asbestos Company assigned the
lease  to the Marmac Resource Company/Mareco  ("Marmac"),  which
used the  JM  Mill Area to conduct a chromite milling operation.
Although all milling operations  at the JM Mill Area were believed
to have ceased in October 1977,  Marmac retained its lease on the
property until July 31,  1981.

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In  early  1980,  the Metropolitan  Water District  ("MWD")  of
Southern California detected elevated levels  of asbestos  in water
samples from the California Aqueduct near  Los Angeles.  An exten-
sive sampling program along -the Aqueduct,  conducted  by  the MWD in
August through September of 1980,  suggested that the JM Mill Area
was one probable  source  of asbestos in the  California Aqueduct.
Asbestos levels  of up to  2500  million fibers  per  liter  ("MFL")
were measured.

In May  1980, -EPA  had the JM Mill  Area inspected.    Three  samples
of the  tailings pile were  collected  and analyzed using polarized
li?ht microscopy  ("PLM").   The  PLM analysis indicated that the
tailings contained  20%  to  40% chrysotile  asbestos.   An  emission
rate of asbestos  fibers  from  the  tailings pile  was estimated to
be 0.39  to 0.69 tons per  year.  However,  no air  monitoring was
conducted to make this estimate.

On October  17,  1980, the  Central  Valley  Regional  water  Quality
control Board ("CVRWQCB")  and  the  California  Department of Health
Services ("DHS") inspected the JM  Mill Area to determine  if waste
discharges from  this facility were  in  compliance  with state
regulations.   The CVRWQCB  concluded  that additional  corrective
measures should be  taken to prevent mine- and mill-generated as-
bestos from entering the drainage  basins.  SPLC and Johns-Manville
submitted  plans  to  the  CVRWQCB proposing remedial actions but
Johns-Manville  filed for bankruptcy  before  the plans could be
implemented. SPLC subsequently prepared another remediation plan,
dated August 18, 1983 and submitted it to  the CVRWQCB.

On June 14, 1983, the risks posed by the JM Mill Site  were rated
using the  Hazard  Ranking System.   The JM  Mill  Site was  approved
for  listing  on  the NPL  in  September  21,  1984.    Remedial
Investigation/Feasibility Study  ("RI/FS")  activities were in-
itiated by EPA in 1985.

The Santa  Fe Pacific Railroad Company  ("SFPRC"  and formerly
Southern Pacific  Land Company or  "SPLC"),  the  Marmac Resources
Company, -Kern County Land Company  and the  Manville sales  Corpora-
tion have  been identified as Potentially Responsible  Parties
(PRPs)  at  the JM  Mill Site. On June 26,  1986 and June 23, 1988,
general notice letters were sent to these  PRPs, notifying them of
their potential  liability  for clean  up.  On November  16, 1987,
SPLC signed an Administrative Order on Consent and agreed to con-
duct an RI/FS for the JM Mill Site.   The  RI  and the FS were sub-
mitted to EPA on January 17, 1990  and May  3,  1990, respectively.

The problem of asbestos contamination at the  JM Mill Site is part
of a larger,  regional problem in  the New  Idria Formation, where
many other  nines  and disturbances  related to mineral  exploration
exist.  EPA intends to address this regional problem  in the fu-
ture .

Enforcement efforts  regarding the  City of Coalinga  Operable Unit

                      3

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have resulted in a Consent Decree with Southern  Pacific Transpor-
tation Company  under  which a clean  up is being  performed.   No
PRPs have  been  sent notice letters  with  respect to the Ponding
Basin.

3 .0  HIGHLIGHTS OF COMMUNITY PARTICIPATION

The RI/FS Report and the Proposed Plan for the JM Mill Site were
released for public comment on May 25,  1990.   These  documents and
the Administrative Record were made available  to  the public at an
information  repository  maintained at  the  EPA Superfund Records
Center,  Region  IX  office,  San Francisco,   California.   The com-
r--tc. Administrative Record, which EPA used to select the remedy,
was available for  public review  at an information  repository at
the Coalinga District Library, Coalinga,  CA.   In addition, three
other information repositories were established  in  the following
California municipalities:  Avenal,  Hanford,  and Huron.   These
three repositories  contain  the most  important documents related
to the remedy selection such as the RI/FS, the Proposed Plan and
the Administrative Record Index.   The  notice  of  availability for
these documents was published  in  the  Hanford Sentinel on  May 25,
1990  and in the Coalinga Record  on May 30, 1990.

A 30 day public comment period on the RI/FS and Proposed Plan was
held from May 25,  1990  to June 25,  1990.  In  the Proposed Plan,
EPA  solicited  requests  for a  public meeting  but none  were
received.    Therefore,  no public meeting  was  held.  EPA  has
prepared the attached  responsiveness summary, which  provides
responses to the comments submitted in writing during the public
comment period.
4 . 0  SCOPE AJJp ROM) 9F THE RESPONSE ACTION

The JM Mill  Area  OU is one of  two designated  operable units of
the JM Mill Site.   The second  operable unit is uncontained asbes-
tos- and nickel -contaminated soils in Coalinga, California.

The threat at the JM Mill Area OU is posed by uncontained asbes-
tos which,  if not  controlled,  would  lead to  the generation of
airborne asbestos  emissions.   This response action  is designed
to: i)  limit the surface water transport  of asbestos downs lope
from the Mill Area; and ii) minimize current and future airborne
asbestos  emissions  from the Mill  Area.   If  asbestos  carried
downstream  from  the JM Mill Area   is  deposited  and  then
resuspended,  the resulting airborne emissions would pose a threat
to human  health.  Therefore, it is important to minimize the
hydraulic transport  of  asbestos from the  JM Mill Area  OU into
Pine Canyon Creek.

The remedial action selected in  this ROD addresses the  problem of
uncontained asbestos ore  and  asbestos mill tailings in the con-
text of a  remote  and largely  rural area that  is  close to large
amounts of  naturally occurring asbestos.   The   asbestos waste
will  be stabilized to  minimize erosion and  to minimize  the

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release of asbestos into the local drainage basin.  In addition,
access  to the  disturbed areas  within  the Mill  Area  will be
limited to prevent disturbance1 of the  asbestos waste  and the
resulting  generaL.i.un  wf airborne  asbestos.  The  abandoned  mill
will be dismantled to  reduce  the attraction  to the public and all
debris will be disposed of.

The Ponding  Basin contains  asbestos which  has  been transported
from the  JM  Mill  Area and other natural and  disturbed  areas in
the New  Idria  Formation.   EPA's  risk  assessment (summarized in
Section 6.0  below)  suggests  that  a significant  cancer  risk may
exist  for  people  who live  and  work  adjacent  to asbestos-
containing areas where agricultural practices put asbestos-laden
dust into  the air. At  this time,  EPA  is  not proposing action in
the Ponding Basin because  of  actions being considered by the USSR
and the DWR to minimize the  generation of asbestos-laden dust in
this area. In 1992 EPA will evaluate whether the USBR/DWR actions
are protective of human health and the environment and will pub-
lish a  public  nouice  ot its  determination.    ErA  will decide at
that time whether further EPA action under CERCLA in the Ponding
Basin is necessary.

Water in  the California Aqueduct is known to contain high levels
of dispersed asbestos fibers.   This  water  is  used to supply
municipalities  with drinking  water and  farmers  with water for
agricultural purposes,  such  as irrigation.    Municipalities are
required  to  treat drinking water  to  remove  asbestos under the
Safe Drinking  Water Act.  EPA  recommends that DWR  evaluate the
potential,  long  tera  public  health  effect   of  delivering
asbestos-laden irrigation  water to agricultural areas of the San
Joaquin Valley.

5.0  SITE CHARACTERISTICS

Figure 1 is a site map showing  major features at the JM Mill Area
OU.  The  JM Mill Area  includes asbestos mill tailings, an asbes-
tos ore storage/loading area,  an abandoned mill  building, an in-
active chromite mine (the  Railroad Mine), filled-in chromite set-
tling ponds  and debris.   The  RI  for the JM  Mill Site   included
analyses  of  soil  and  water at the mill  and  in  the surrounding
area,  as well as an ecological  assessment of the Mill Area.  SPLC
also  prepared  a  regional  study  titled,  "Offsite Source
Characterization/Regional  Soil  Sampling  and  Watershed  Modeling
Report", which  characterizes  the occurrence and transport of as-
bestos  from  the JM  Mill Area and  other source areas  in the Los
Gatos Creek Drainage Basin.

The total  disturbed area at the JM Mill Area OU is approximately
10 hectares  (25 acres).   The  main asbestos  tailings pile is lo-
cated in  the east fork of Pine Canyon Creek.   The tailings pile
is approximately 116 meters  (380  feet) across,  350 meters  (1150
feet)  long and 27 meters (90  feet)  deep.   The tailings pile is
contained on all sides except the  downstream face, where  it  drops
off at  a  slope  of approximately 2.5:1  for an elevation  of  about

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61 meters (200 feet).   The slope contains extensive gullies,  some
as large as five meters (15 feet)  wide and three meters  (10  feet)
deep.


Detailed soil  sampling  found  levels of asbestos ranging  from  61.
area percent to 80  area percent in  the mine and  mill waste  using
Polarized Light  Microscopy ("PLM")  as described in the  Interim
Method  for the  Datermi pation  of Asbestos  in  Bulk  Insulation
Samples (EPA-600/M4-82-020).   Appendix 1  provides a discussion  of
the  various  asbestos  analytical  techniques.    Surface water
samples taken  in the  Mill  Area  were measured  for  asbestos  using
Transmission  Electron Microscopy  ("TEM").   Asbestos concentra-
tions in these samples ranged from  2.0E3 to 8.0E5  million fibers
per liter ("MFL").

Regional air monitoring was conducted  in  the winter and  summer  of
1986 and 1987.   Air monitoring stations were located upwind and
downwind of the JM  Mill Area as well  as  in Coalinga and thirteen
other  locations in the greater  Coalinga area. Air  monitoring
samples were analyzed using TEM.   The data showed  that elevated
levels of asbestos  occur  at  the JM Mill Area and  throughout the
Los Gatos Creek  Drainage  Basin  and the Arroyo Pasajero Alluvial
Fan.   Over  time, a protective  crust  has formed on the tailings
pile that appears to reduce wind erosion  if left undisturbed.   In
addition,  wind velocities in the  Mill  Area rarely  exceed the
velocity required to  entrain asbestos fibers into  the air if the
surfaces are undisturbed.

winds that exceed the  threshold velocity  and activities  that dis-
turb asbestos-bearing surfaces,  such as driving a vehicle on the
tailings piles, can cause  airborne  asbestos emissions.   Exposure
to airborne  asbestos  has  been  shown  to cause  cancer  in humans
(see Section 6.0 below).  Surface  water transport modeling showed
that during heavy rains, up to five percent (5%)  of the  total as-
bestos yield in the Los Gatos  Creek Drainage Basin  is  contributed
by the JM Mill Area.   If  asbestos  is transported  downslope  from
the  JM ifill  Area by  surface  streams,  deposited  and  then
resuspended, the airborne  asbestos  could have a negative impact
on human health and the environment.

6.0 SUMMARY OF SITE RISKS

The  following  discussion of  site risk summarizes  results  of  a
public health  evaluation  ("PHE")  or risk assessment conducted  as
part of "the remedial  investigation.  A summary of  the PHE is in-
cluded as Chapter  10.0  and the complete PHE text  is  included  as
Appendix M in the RI.  Because of certain  similarities  between the
Atlas Mine  Site and  the JM  Mill  Site with respect to  the  con-
taminant and the media of  concern,  EPA prepared  one PHE for both
sites.   However,  where possible, the excess  cancer risk due  to
the Mine and Mill  Areas'  individual contribution of asbestos was
calculated separately.

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Asbestos is a generic term referring to two groups of  naturally-
occurring hydrated silicate, .minerals .having a  fibrous crystalline
structure,  the  amphiboles and  the serpentines. The asbestos
found  in the  New Idria  Formation is the serpentine  mineral
chrysotile.   Asbestos fibers are widely used  for their high  ten-
sile strength and flexibility and for their noncombustible,  non-
conducting,  and  chemical-resistant  properties.   The fibers  have
been used in insulation,  brake linings,  floor  tile, plastics,  ce-'
ment pipe,  paper products,  textiles, and building products,

Asbestos is the  contaminant of concern  at the JM Mill Site.  As-
bestos is one of the few substances which  is  known to  cause  can-
cer in humans.  Asbestos exposure can also cause other lung  dis-
eases,  such as asbestosis.  EPA considers  carcinogens  to be  non-
threshold in nature,  that is,  any  amount of a  human carcinogen in
the environment represents a cancer risk  to the exposed popula-
tion.    Asbestos has been the subject  of numerous  epidemiology
studies.  Exposure to asbestos has been positively linked to  as-
bestosis, lung  cancer,  and mesothelioma.   Also associated  with
asbestos exposure in some studies are cancers of  the larynx,
pharynx, gastrointestinal  tract,  kidney,   and ovary/   as veil as
respiratory diseases  such as  pneumonia.

The adverse human  health effects from  exposure  to asbestos  are
extremely serious.  A  full discussion of  the health effects  of as-
bestos is found  in the EPA document Airborne  Asbestos  Health As-
sessment Update. June  1986. Remedial action is warranted to
mitigate the exposure to a carcinogen that is  present as  a  result
of human activity.    Actual or threatened releases of hazardous
substances  from this OU may  present an imminent and substantial
endangerment to public health, welfare,  or the environment.

Major sources of asbestos at the JM Mill Area are  contaminated
soils,  unprocessed asbestos ore and asbestos  mill  tailings.   In
localized areas unpaved roads and trails may  also be a source of
asbestos.  The three media of concern are  air, surface water  and
soil..  Asbestos is not soluble in  water  and is not transmitted to
ground water.

There are two general  routes of exposure  to  asbestos  at the JM
Mill Area:   inhalation and ingestion.   Inhalation is  the.exposure
pathway of greatest concern to human health because this pathway
has been positively  linked to cancer  in humans.    While not of
primary  importance,  ingestion exposure to asbestos  may also be
associated with an increased risk of cancer.

Potentially exposed populations  include the following groups:   i)
individuals who  use  the JM Mill  Area  for hunting and ranching;
ii) individuals who live in close proximity to the JM  Mill  Area;
and iii)  the populations of communities in Fresno  and  San  Benito
Counties such as Huron,  Coalinga, Idria,  Five Points,  Stratford,
Kettleman City,  Priest Valley,  Lonoak,  Panoche and Avenal.

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 In the greater New idria-Coalinga study region,  a wide variety  of
 potential regional sources of asbestos may contribute to asbestos
 concentrations in the air.   These  regional  sources  include  other
 mines  and  disturbed areas,  unpaved  roads,  trails and  naturally
 occurring serpentinite soils in the New Idria Formation. The risk
 assessment evaluated exposure  to ambient levels of  asbestos due
 to all potential regional sources and also to asbestos present  in
 the  air due  to  the  JM  Mill  Area  alone.   It  is  difficult  to
 directly measure the individual contribution of asbestos  emis-
 sions from the JM Mill Area to ambient air monitoring results be-
 cause of the  nearby  sources  in the New Idria Formation.  There-
 fore, models  were used to estimate the  concentration of asbestos
 in air  which may occur  if the only sources  of asbestos in the
 region were wind erosion  of  tailings piles  and  mine  surfaces and
 vehicle traffic  on the unpaved road  running through the JM Mill
 Area. The air monitoring  data were used  in  conjunction  with his-
 torical Total Suspended Particulate ("TSP")  data to  obtain annual
 average air concentrations in various locations  with all sources
 considered.   The  TSP data  account  for  time  periods  when the
 threshold wind  velocity   for entrainment  was  exceeded.  Section
 5.2.1 of the RI  for the Atlas Mine Site provides a  more detailed
 discussion of the air modeling  methods.

 The  highest  risk posed   by  the  JM Mill  Area  is  correlated  to
 activity-related exposure, such as  exposure  due  to disturbance  by
motorized vehicles of asbestos-bearing  surfaces.   This exposure
 could occur either at the Mill  Area or  off-site  in areas to  which/
 asbestos from the Mill Area has been  transported.  Exposure  point
concentrations were calculated  using concentrations of  asbestos
 in soils,  nine surfaces and nine tailings in conjunction with es-
 timated enission rates and an air dispersion model.   Emissions  of
 asbestos-contaminated  dust  generated by  off-road  vehicle ac-
 tivities and  by  agricultural tilling were estimated using  equa-
 tions presented  in  EPA's Compilation of  Air  Pollutant Emission
 Factors for Stationary Point and Area Sources (EPA,  1985c).  The
 air dispersion model was   a simple box model which defines a cer-
 tain volume  of  air (the  box)  in which emissions  from the area
 sources'are present.  The box  model  assumes that wind  speed and
direction  are constant   within  the  box and that  the  air  is
uniformly mixed.    For exposure to  ambient air at the JM Mill
Area, it was assumed that a  20-year-old-male will be present for
 8 hours per  day, 52 days per year,  for 10 years,  to yield  an
 average continuous exposure  duration  of 0.47 years  (the average
 case).  For exposure to air  during off-road vehicle  activity,  it
was assumed that a  20-year  old  male drives for three  hours per
 day,  16 days per year for five  years  (the average case). Table 1
 summarizes the average and maximum exposure assumptions use for
 the various activity  related exposures.   For both types of ac-
 tivity,  the EPA  unit  risk  factor of  .21386  (PCM  fibers/cubic
 centimeter)l.OE-1 was used.

 Experiments  conducted by the California Department  of Health
 Services ("DHS")  in 1985   show that a pickup truck driving on un-
 paved asbestos-contaminated  soil can produce asbestos  dust  con-

                      8

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                             TABLE 1



                  SUMMARY OF EXPOSURE PARAMETERS








INHALATION DURING OPF HIGHWAY VEHICLE ACTIVITY





                                             PARAMETER VALUE



EXPOSURE PARAMETER                           AVERAGE   MAXIMUM



Age At Onset of Exposure  (Yrs)                 20        20



Total Years Exposed    ...                     5         5



Frequency of Exposure  (Hrs/Yr)                43         160







INHALATION DURING HUNTING, CAMPING OR HIKING






                                               PARAMETER VALUE



EXPOSURE PARAMETER                            AVERAGE   MAXIMUM



Age At Onset of Exposure  (Yrs)                   20       20



Total Years Exposed                              10       20



Frequency of Exposure  (Hrs/Yr)                   416     832

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Generations in the air that pose a potential health risk to  in-
dividuals close to the activity.  A discussion of this experiment
has  been  included in the Administrative Record  for  the JM Mill
Area uU.

The  excess  lifetime cancer  risk  from drinking  asbestos-
contaminated water from the California Aqueduct was not found to
be significant.  The risk estimates were calculated assuming in-
gestion of two liters of  water  per day for a 70 year period by an
adult weighing 70 kilograms (154 pounds).  EPA's unit risk factor
of 1.4E-13 (fibers/liter)1.0E-l was used (EPA, 1985b).

•*\'~~.x*  lifetime  cancer risks  are determined by  multiplying the
intake  level  with the cancer  potency factor.    These  risks are
probabilities that are generally expressed in scientific notation
(e.g., l.OE-6).  in this  risk assessment, an excess lifetime can-
cer risk of l.OE-6 indicates that, as  a plausible upper bound, an
individual has a  one  in  one million chance  of  dying from cancer
as a  result  of site-related exposure  to a  carcinogen over a 70-
year lifetime under specific  exposure  conditions.  The estimated
excess  lifetime  cancer risk  for individuals hiking,  camping or
hunting at or nearby the JM  Mill Area varied  from l.OE-6 to
6.0E-6  under  average and  maximum  exposure conditions,  respec-
tively.   The  estimated  excess lifetime  cancer  risk  for in-
dividuals driving a  four-wheel-drive  truck on the JM  Mill Area
varied from 8.0E-4 to 4.0E-1 under average  and maximum exposure
conditions, respectively.   (When SFPRC data are used to calculate
the latter risk range, the risk varies from l.OE-4 to l.OE-1 for
average and maximum  exposure conditions, respectively).  The es-
timated excess lifetime cancer  risk for individuals ingesting un-
treated California  Aqueduct  water,   contaminated  with  asbestos
from all sources in the Los Gates Creek Basin, varied from 2.0E-6
to 4.0E-5 under average and maximum exposure conditions, respec-
tively. However,  it  should be  noted that  municipalities are re-
quired  to  filter drinking water under  the Safe  Drinking  Water
Act,  thereby further reducing exposure to asbestos.
       '. \
When evaluating risk from asbestos in the environment,  there are
sources of uncertainty associated with asbestos measurement that
make quantifying the risk difficult.   One of these sources of un-
certainty  is  the difficulty of obtaining  accurate  and precise
measurements of asbestos   concentrations in soil, air, and water.
For example,  all risk assessments require an accurate and precise
measurement  of contaminant concentration. When a gaseous or
soluble chemical  is  the  contaminant of concern,  the measurement
of only one parameter, concentration,  is sufficient to establish
how  much of  that contaminant  is present in  a given  sample.
However it is significantly  more complex to measure  the con-
centration of  particulates accurately and  precisely,  especially
fibrous particulates, because  many more parameters must  be ac-
counted for.   When  measuring  spherical particles the following
parameters must be measured:    i) the  overall  particle  size dis-
tribution;   ii)   the concentration  of each  individual  size
category;  and iii)  the  change  in  concentration of each size

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category in differenc parts of a  dust cloud.  When measuring
fibrous particulates such .ac^asbestos,  the  parameters  become  even
more complex.  The length1'and diameter  of  each particle must  be
measured along  witn  tne distribution of complex shapes  (such  as
bundles, clusters and matrices).   The concentration of each  par-
ticle shape must be established,  along  with the settling  velocity
of different  fiber shapes.    Finally,  because asbestos  analysis
involves use of  an  optical  or electron microscope, the  relative
experience and  fatigue  of the analyst can  influence the  ultimate
accuracy and precision of a  given analysis.

Many of the epidemiology  studies which established the  link be-
tween the  inhal at.: on  of asbestos anrj ranrer used  phase  contrast
microscopy ("PCM") techniques to measure asbestos  concentration.
However/ PCM is considered inadequate for the  analysis of a short
fiber mineral  such as  chrysotile  and   for  the analysis of  non-
occupational levels of asbestos.  Many  of these studies were  done
before TEM techniques wer«s available.  Most studies today use TEM
as the "state or tne art" analytical technique tor  measuring  air-
borne  asbestos  concentrations  (see Superfund Method  for the
Determination of  Asbestos  in Ambient Air.   EPA/540/2-90/005a and
005b, May 1990).  In the RI,  the ambient air  samples  and surface
water samples were measured  using TEM while the soil samples  were
measured using  PLM.    Limited TEM  analyses of the soils samples
were used for confirmation.   To use TEM data in quantitative  risk
assessments,  one must convert TEM data  to PCM  Equivalent  ("PCME")
data using a conversion factor.  There are a  variety  of ways  to
perform this conversion.   Whenever conversions of this  type are
done, the ability to quantify risks is  decreased.

The  PHE  also discusses  the  environmental  assessment  of the  JM
Mill Area.   From an ecological standpoint,  although there are
significant impacts associated with the destruction   of  habitats
by the  mining  and milling activities  in  the   JM Mill Area,  the
direct effects  of asbestos  on wildlife appear relatively insig-
nificant. These  impacts will be  partly mitigated  by  reclamation
of the disturbed  areas  using native vegetation.  Three sideslope
seeps  ("wetlands") were identified at  the  JM Mill Area.  These
wetland ^areas  derive  their water supply  mainly   from  local
groundwater.   The selected remedy will  not  negatively impact the
wetlands because groundwater is not being affected. In fact, the
selected remedy  will  be beneficial for one of the wetlands im-
mediately downslope  from the main tailings  pile, because the
selected remedy will minimize the possibility  of a slope failure
on the tailings pile resulting  in movement of the tailings  over
the wetland area.

7.0 DESCRIPTION OF ALTERNATIVES

EPA  evaluated potential remedial  action  alternatives for the
Johns-Manville Coalinga Asbestos Hill Area  OC in accordance  with
CERCLA Section  121,  the National  Contingency Plan ("NCP"),  (in
particular, 40  C.P.R.  Section 300.68), and the Interim  Guidance
on Superfund Selection of Remedy. December  24, 1986 (OSWER Direc-

                      10

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tive No. 9355.0-19).  The Resource Conservation  and  Recovery Act
("RCRA")  does  not  apply  to asbestos and  its  Land Disposal
Restrictions do not apply to asbestos mining and milling waste.

The first step  in evaluating potential remedial  action alterna-
tives was to  determine,  based upon JM  Mill Area OU  characteris-
tics,  what  set of  response actions  and associated  technologies
should be considered.  An example  of this  preliminary determina-
tion (or  "scoping")  was  the elimination of biological treatment
from further ^consideration  because biological  processes  capable
of detoxifying asbestos contaminated soil do not  exist.   Section
2.4 of the FS discusses the  scoping process in more detail.

The next step  in  the selection of remedy process was assembling
the remaining technologies  and/or  disposal options  into  general
remedial action alternatives.   Pursuant  to OSWER Directive No.
9355.0-19,  remedial action alternatives are to be developed rang-
ing from those  that would eliminate the  need  for  long-term
management (including monitoring)  at the JM Mill Area OU to al-
ternatives involving treatment that would permanently reduce the
mobility, toxicity or volume  of  the hazardous  substances(sj  as
their principal element:.    In  addition,  containment  options in-
volving little or  no treatment and a  no action alternative are to
be developed.  The remedial action alternatives developed in the
FS were:

     Alternative 1:  No Action
     Alternative 2:  Road Paving;  Mill Dismantling; Deed
                     Restriction;
     Alternative 3:  Access  Restriction plus Alternative 2;
     Alternative 4:  Sediment Trapping Dam Upgrade; Additional
                     Sediment Trapping Dans; Stream Diversion
                     Upgrade; Revegetation plus Alternative 3;
     Alternative 5:  Grading; Cross Canyon stream Diversion;
                     Sediment Trapping Dam Upgrade; Revegetation
                     plus Alternative 3;
     Alternative 6:  0.5 Foot Soil Cap plus Alternative 5
     Alternative 7:  2.0 Foot Soil Cap plus Alternative 5
     Alternative 8:  Removal of Haste to Off-Site Landfill
     Alternative 9   Soil Fusion Using Thermal Treatment

All of the costs and implementation times presented below  are es-
timates. The cost  of monitoring is not included  in  the cost es-
timates for Alternatives  2  through 7 and Alternative  9.   Opera-
tion and maintenance estimates are for a 30 year period.  Details
of how the cost estimates were calculated are  included in  the FS.

The Proposed  Plan did not  specifically mention  design criteria
for the  stream  diversion structures,  sediment trapping  dams or
protecting the tailings  piles.   As  a  result  of  comments by the
California Department  of Health Services,  some  design criteria
have been added to this ROD (see Section  10.0).    The Proposed
Plan also specified that the  road through the Mill Area would be
paved.    The  ROD  allows  appropriate  engineering  alternatives to
                                                           v
                      11

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road paving, such as annual road maintenance.

Alternative 1;  MO Action**"""$' '   '""'"'' ^'' -l'

The Superfund program requires  that the   "No Action"  alternative
be evaluated at  every  site  to establish  a  baseline  for com-
parison.   Under  this alternative,  no  remedial  action would  be
taken but a regular program of  site monitoring would  be  started.
This monitoring program would include periodic site  inspections,
sampling of surface water and airborne asbestos levels in  the  JM
Mill Area; as-well as aerial monitoring.   Capital,  O&M (operation
and maintenance)  and  present worth costs  are,  respectively,  no
cost, $93,000 and $93,000.  Alternative 1 would require  3  months
to implement.

Alternative 2:  Road Paving. Mill Dismantling.  Deed Restriction

Under this alternative,  in  addition to monitoring  of  the JM Mill
Area, either  the  road through the Mill Area would be paved   or
annual road maintenance will  be performed to reduce  the genera-
tion of airborne  asbestos  emissions.  The  mill  building vould  be
dismantled to reduce the Mill Area's attraction to  the public.   A
deed restriction  would  be placed on the property  to  ensure that
monitoring  and  other operation and  maintenance  activities  are
carried out.  Capital,  O&M and  present worth costs are, respec-
tively,  $186,000,  $171,000 and  $357,000.    Alternative  2  is  es-
timated to require 6 months to implement.

Alternative 3;  Access Restriction plus  Alternative 2

In addition  to  all elements  of Alternative 2,  the  fences  cur-
rently in place to  prevent unauthorized use of the road through
the JM  Mill  Area would  be  improved.   Barriers vould be erected
around  the  disturbed areas  to  discourage  access  by  four-wheel
drive vehicles.   Signs  would be posted throughout the Mill  Area
area to warn of an asbestos hazard.  The property owners  have al-
ready put up  a  number of warning signs on the perimeter  of  the
property.   Capital, O&M and present worth costs are,  respec-
tively,  $350,000,  $300,000  and $650,000.  Alternative  3  is  es-
timated to require 12 months to  implement.

Alternative 4:  Sediment Trapping Dam  Upgrade;  Additional
                Sediment Trapping Dans;  Stream  Diversion
                Upgrade; Reveqetation  plus Alternative 3

In addition to elements  of Alternative 3,  the existing BLM  stream
diversion vould  be improved to protect it against potential
failure.  Th« existing sediment trapping dam would  be improved by
constructing a concrete spillway that  would protect  the  dam
against overflow  and subsequent failure.   Several  small  sediment
trapping dams would be constructed downstream to make the  exist-
ing  dam more effective  in reducing  the  potential for  asbestos
release into  the  local  drainage.   A  pilot study  would  evaluate
whether native vegetation could be established on the  disturbed

                     12

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areas. A revegetation project will be  implemented  if  it  is found
to be  technically  feasible  and  cost  effective.   Capital,  O&M and
present worth  costs are,  respectively,   $740,000,  $598,000  and
$1,338,000.  Alternative 4  is estimated to require 24 months to
implement.

Alternative 5:   Grading; Cross Canyon Stream Diversion;
                Sediment Trapping; Dam Upgrade;  Reveoetation
                plus Alternative 3

This alternative includes several elements  of  Alternative 4.   A
cross  canyon stream diversion would be constructed to  divert
flows away from the tailings pile.  This  would  remove  the largest
source of water draining through the tailings pile  and  eliminate
the need  for additional small sediment trapping dams downstream
from the  Mill  Area. The grading would reduce  the slope  of  the
tailings pile and  improve  its stability.  The  existing  sediment
trapping dam would  be  improved  with  a concrete spillway  and the
revegetation pilot  study would be started as described  in Alter-
native 4.   All  other elements  of Alternative  3 would be I.T.Cla-
mented.  Capital,  O&M and present worth  costs  are,  respectively,
$1,130,000, 815,000 and 1,947,000.  Alternative 5  is estir.atac: -.2
require 24 months to implement.

Alternative 6;   0.5 Foot Soil Cap plus Alternative  5

In addition to  the elements  of Alternative 5 that control erosion
and  run-off,  Alternative  6  includes  the construction of  a
vegetated soil  cover on the  asbestos  tailings.   This vegetated
soil cap  would  be  constructed  by first  reshaping the  tailings
piles and then  covering them  with six  inches  (15.24 centimeters)
of fertile soil  cover.   (The  revegetation  proposal in Alternatives
4 and  5 do  not  include  this soil cover.)  Vegetation would  then
be established  on the soil cover.  Capital,  O&M and present worth
costs are,  respectively,  $3,092,000,  $1,012,000 and  $4,106,000.
Alternative 6 is estimated to require 24  months to  implement.

Alternative 7:   2.0 Foot Soil Cap plus Alternative  5

In addition to  elements of Alternative 5  that control  erosion and
run-off,  Alternative 7  includes the construction of a 2-foot (61
centimeter) vegetated soil  cap.   Capital, O&M and  present worth
costs are,  respectively,  $6,162,000,  $1,485,000 and  $7,648,000.
Alternative 7 is estimated to require 24  months to  implement.

Alternative 8:   Removal of Waste to  an Off-Site Landfill

340,000  cubic  meters  (450,000 cubic yards)  of  asbestos  con-
taminated material would be excavated  and transported to an  off-
site landfill permitted to receive asbestos  waste.   Nearly all of
the  asbestos would be excavated  and the  need  for long-term
monitoring and  maintenance of the mines and  stockpile  areas would
be eliminated.  Capital, O&M and present worth  costs are,  respec-
tively, $712,000,000, no cost and $712,000,000.  Alternative 8 is

                     13

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estimated to require 54 months to implement.
                      . • - •• ; •-•• •• . •:,',     fi • • •
Alternative 9:  Soil Vitrification using Thermal  Treatment

340,000  cubic meters (450,000  cubic  yards) of  asbestos waste
materials would be  vitrified  using a thermal treatment  process.
The asbestos material would be converted from a soil  into  an  in-
ert, stable glass product  using  electrodes  which would  heat  the
soil to  extremely  high temperatures.   The  soil  would be  heated
above  its  melting  point and  eventually converted  to the  glass
product.   Capital,  O&M and  present worth costs are,  respectively,
$289,000,000,   no  cost and  $289,000,000.   Alternative  9  is  es-
timated to require  144 months  to  implement.

8.0  SUMMARY OF THE COMPARATIVE ANALYSIS OF ALTERNATIVES

This section  provides an  explanation  of the nine  (9)   criteria
used to  select the  remedy,  and an analysis of the  nine  remedial
action alternatives in light of  those criteria, highlighting  the
advantages and disadvantages of each  of the alternatives.


Criteria

The alternatives were evaluated  based  on  the  nine key  criteria
which directly relate to the factors that CERCLA  and  the NCP,  40
CFR Section 300.430,  mandate that  the Agency assess in  selecting
a remedy.  These criteria  are:

     (1)  overall protection of human health and the environment,
which addresses whether a  remedy  provides adequate protection  and
describes how  risks posed  through each pathway  are  eliminated,
reduced or controlled through treatment, engineering  controls  or
institutional controls;
     (2)  compliance with  applicable  or relevant  and  appropriate
requirements (ARARs),  which addresses whether a remedy will meet
all of the applicable  or  relevant  and appropriate  Federal  and
State laws and/or justifies a  waiver;
     (3)  long-tan effectiveness  aad permanence,   which refers  to
expected residual  risk and the  ability of a remedy  to  maintain
reliable protection  of human health  and the environment over
time,  once clean-up goals  have been met;
     (4)  reduction of toxioity, mobility or volume through  treat-
ment,  which addresses the anticipated  performance  of the  treat-
ment technologies a remedy may employ;
     (5)  short term effectiveness, which addresses  the period  of
time needed to achieve protection  and any adverse  impacts  on
human  health  and  the  environment  that may be  posed  during  the
construction and implementation  period,  until clean-up goals  are
achieved;
     (6)  implementability,  which  is the technical and  administra-
tive feasibility of a remedy;
     (7)  cost, which includes estimated capital  and O&M  costs,  as
well as present-worth costs;

                      14

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     (8) state  acceptance,  which indicates  the  support of the
State agency for the selected remedy;  and
     (9) community acceptance,  which  summarizes the  public's
general response to the RI/FS and Proposed  Plan.

Because there  is  no cost-effective treatment technology for
asbestos-containing  mining and  milling  material at  this OU,
criterion number four is not directly relevant to a choice  among
alternatives.   However, the  alternatives  were compared with
respect to  their  ability to minimize the  mobility (through the
air  or surface water  pathways) of the asbestos-containing
material.

Analysis of the Alternatives

Overall Protection.   Because Alternative 1,  the "no action" al-
ternative,  is not protective  of human  health  and the environment,
it is  not  considered further in this analysis  as  an option for
the JM Mill Site.  Alternative 2 would be  inadequate in  protect-
ing human  health  and the environment since  it  would not  reduce
human contact with asbestos.   Alternative  3,  by restricting ac-
cess to the JM Mill Area, would be protective of human health at
the JM  Mill  Area,  by controlling the significant  risk   from in-
halation of asbestos-contaminated air  but would not be protective
at the  areas downstream from the OU.   Alternatives  4 through  7
would all provide  adequate  protection of  human health,  both at
the JM Mill Area and downstream,  by minimizing human contact with
asbestos through engineering  controls  and institutional controls.
Alternatives 4  through 9 would  also be protective of the  environ-
ment by preserving  the wetlands present  at  the JM Mill Area.  Al-
ternative 9 is the only option that utilizes treatment and  would
probably provide the most protection  to  human health and the en-
vironment.   Alternative B would provide  protection similar  to Al-
ternative 9  but would  require off-site transportation  and dis-
posal of the asbestos.

Compliance  with ARARs.  Alternatives  4  through  9  would  meet the
respective  applicable or relevant and  appropriate requirements of
Federal and State environmental laws.  Alternative 3 would  comply
with the specifications  in  40  CFR Section 61.153(b)  and Section
61.156(b)  but  would  not comply with the  remaining  identified
ARARs.   Alternative 7 would comply with the specifications 'in 40
CFR Section 61.153(a)(2).  Alternatives 1 does not comply  with any
ARARs.   Alternative 2 would  comply with  the California Health and
Safety Code, Section 2S232(a)(l)  and  (2).
Lona-tera Effectiveness  and Permanence.   Alternative 5 would
reduce the amount of asbestos-contaminated material released into
the air and the surface water in the JM Mill Area. By restricting
access to the Mill Area, Alternative 3  would reduce the  long-term
risk of  exposure to asbestos-contaminated air only  in the Mill
Area.  For this criterion, Alternative 4 is comparable  to Alter-
native 5.   Long term  effectiveness will  depend  on proper main-
tenance  of  diversion structures and  other  engineered  elements.

                     15

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The engineered elements  of the preferred alternative  will be
designed to take maximum advantage,,.of the natural systems and to
minimize operation and maintenance  needs.

Alternative 9  provides the greatest amount  of  long-term effec-
tiveness and permanence.   Alternative 8 would remove all waste to
a landfill permitted to accept asbestos,  thereby eliminating the
long-term risk of exposure at the JM Mill  Area.  As with all
landfills,  the containment  system may  fail  or need to  be
retrofitted or  replaced.   Therefore,  a  risk will  remain at the
landfill site  and  long-term effectiveness  will  be  dependent on
operation and maintenance  at that location.

Alternatives 6 and 7 provide protection to receptors from asbes-
tos exposure that is  comparable or  slightly greater than Alterna-
tives 4  and 5.  Alternative 7 offers a higher degree  of  per-
manence  because a 2-foot thick cap will  provide an increased
resistance  to erosion.   The  excavation of soil to construct
vegetated caps  in  Alternatives 6  and 7  could  cause significant
disruption in the habitat value of nearby  areas.   Alternative 2
would not provide.long-term effectiveness and permanence.

Reduction of  Toxicitv. Mobility  or  Volume  of  the Contaminants
Through Treatment.   Only  Alternative 9 would treat  the  waste to
reduce the toxicity and mobility of the asbestos.  Alternatives 2
through 8 rely on  institutional controls or engineering controls
to reduce the mobility of  the asbestos to varying degrees.  Tech-
nology is not currently available that would reduce the volume of
asbestos contaminated soils.

Short-Term Effectiveness.     Alternatives 2 and  3  would quickly
reduce direct human contact with asbestos at the JM Mill Area and
would provide the most effective short-term protection.  Alterna-
tives 4 through 7 would have a minor, short term risk of exposure
for workers at the JM  Mi.Tl  Area.   Alternative  9,  because of its
greater implementation time, would include a more serious short
term risk to  on-site workers.  Alternative  8  would subject the
surrounding community  to  the  possibility of  accidental  spillage
during transport of the contaminant from  the JM Mill Area.

Implementabilitv.  Alternatives 2, 3,  and 8  would have no un-
usual technical  difficulties  that could  delay implementation.
For Alternatives 4 and 5, the implementability of the revegeta-
tion component will be tested in a  pilot  project.  The other ele-
ments of  Alternatives  4  and  5 should not present  an implemen-
tability problem.   Borrow sources  are  areas  where clean soil is
removed for use as a cap on the contaminated  areas.  Alternatives
6 and 7  would  face  a technical difficulty  in  finding adequate
borrow sources near the site for capping  and  could face major ad-
ministrative difficulties in getting  permits from local and
county development  agencies to exploit nearby borrow  sources
without adversely impacting the Mill Area habitat value.  Alter-
native 9 could face technical difficulties with the process  sys-
tem designed  to  fix  the waste material  and would also require a

                      16

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pilot  study  prior to implementation.   These difficulties  would
include supplying  sufficient  electric  power to the JM Mill Area
and logistical problems related to servicing a complex system  in
a remote  area.  Alternative 8 might  face administrative dif-
ficulties in getting permits from state and federal agencies  for
transporting the asbestos material on public roads.

Cost.   All of the following cost figures are estimates  of  present
worth cost.  The cost of Alternative 1  is  $93,000  (for continued
monitoring).  . Alternative 2 has a cost of  $357,000.  The  cost  of
Alternative   3  is  $554,000.    Alternative  4  has  a cost   of
$1,340,000.  Alternative 5  has a cost of $1,950,000.  Alternative
£ h^s a  cost  of $4,100,000.  Alternative  7  has  a cost   of
$7,650,000.  The highest cost alternative is Alternative 8  at
$712,000,000.   The cost of Alternative 9  is  $289,000,000.    For
Alternatives 2 through 5, the costs outlined above  do not  include
the cost of continued monitoring.

State Acceptance.   The State of California  has  concurred in  EPA's
selection of  the preferred  alternative.

Community Acceptance.  I PA  did not receive  any  concents fron co=-
r.unity members  on  the Proposed Plan for the JM  Mill  Site.   The
PRP who conducted  the RI/FS  supports the  selected  remedy.  Mar-
mac,  another PRP,  has  indicated  a preference  for Alternative 3
plus grading to stabilize the tailings  pile.
9.0  APPLICABLE. QR BBTJgVftNT AND APPROPRIATE REQUIREMENTS  fARARsl

Under Section 121(d) (1)  of CERCLA, 42 U.S.C. Section  9621(d)(l),
remedial actions must attain  a degree of clean-up which  assures
protection of  human health and the  environment.   Additionally,
remedial actions that leave any hazardous substance,  pollutant,
or contaminant on-site must meet  a  level  or standard  of  control
that at  least  attains  standards ,  requirements,  limitations, or
criteria that are "applicable or relevant and appropriate" under
the circumstances of the  release.   These requirements, known as
"ARARs", may be waived  in  certain  instances,  as  stated in  Section
121(d)(4) of CERCLA, 42  U.S.C.  Section 9621(d)(4).

"Applicable" requirements  are those  clean-up  standards, standards
of control  and other  substantive  environmental  protection re-
quirements,  criteria, or limitations promulgated under federal or
state lav that specifically address a hazardous substance,  pol-
lutant or contaminant,  remedial action,  location,  or  other  cir-
cumstance at a CERCLA site.   "Relevant and appropriate" require-
ments are clean-up standards,  standards of control  and other  sub-
stantive environmental protection  requirements, criteria, or
limitations promulgated under federal or state law  that, while
not  "applicable"  to a hazardous  substance,  pollutant,   con-
taminant, 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 to the particular site.  For example, requirements may be

                     17

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relevant and  appropriate 'if"'they'--would  be "applicable" but  for
jurisdictional restrictions associated with the  requirement.

The  determination  of which  requirements are "relevant and  ap-
propriate" is left to EPA's discretion.   EPA may look to the type
of  remedial  actions contemplated,  the  hazardous  substances
present, the waste characteristics, the  physical  characteristics
of the  site,  and other  appropriate factors.  It  is possible  for
only part of a requirement to be considered  relevant and  ap-
propriate.   Additionally,  only substantive requirements need be
followed.   If no ARAR  covers a particular situation,  or if  an
ARAR is not sufficient to protect human health or the  environ-
ment, then non-promulgated standards,  criteria,  guidance,  and  ad-
visories must be used to provide a protective  remedy.

Types of ARARs

There  are  three types of  ARARs.    The  first type  includes
"contaminant specific"  requirements.   These ARARs set  limits on
concentrations of specific hazardous  substance, pollutants,  and
contaminants in  the  environment.   Examples of this type  of  ARAB.
are ambient water quality criteria and drinking water  standards.
The  second  type of ARAR includes  location-specific  requirements
that set restrictions on  certain  types of activities based on
site characteristics.  These include restriction on activities in
wetlands, floodplains, and historic sites.  The third type of ARAR
includes  action-specific  requirements.    These are  technology-
based restrictions which are triggered by the type of  action  un-
der consideration.  An  example of  an  action-specific ARAR is  the
Occupational Safety  and Health Act  ("OSHA")  which sets  permis-
sible levels of exposure to asbestos for workers.

ARAR Identification Process

ARARs must  be identified on a site-specific basis  from informa-
tion about  specific  chemicals at the site, specific features of
the  site location,  and actions that are being considered as
remedies.

ARARs identified for the JM Hill Area 013 address  emission of  as-
bestos  fibers from  contaminated soils,  inhalation of  asbestos
fibers,  disposal of asbestos  contaminated soils, protection of
endangered species, and protection of wetlands.

Contaminant-Specific ARARs For Asbestos:

1.  cyean Air Act.  National Emission Standard  for Hazardous  Air
Pollutants  ffflSSHAPal

Asbestos was  first designated as a hazardous  air pollutant unde
the  Clean Air Act in 1971.   The National  Emission Standard fo
Hazardous  Air Pollutants  ("HESHAPs") for  asbestos found at 4
C.F.R.  Section  61.152 and  40 C.P.R.  Section 61.156 are ARARs fc
the  implementation of the remedy at this Site.  40 C.F.R. Sectic

                      18

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61.153 is an ARAR for the completion  of the remedy at the Site.

2.   California  ftjr  Resources  Act.  Health  and Safety Code.  Divi-
sion  26.  section  39000  et sea.  17 CCR.  Part  3.  Chapter  1.

10 standard

The Fresno County Air  Pollution  Control  District has adopted PM
10 as a particulate matter  standard.  This PM 10 standard means
that ambient levels  of'.particulate  matter greater than 10 microns
in length shall not exceed  30 micrograms per cubic meter (annual
average)  or 50 microgramsper cubic  meter over a 24 hour period.

Location-Specific ARARs:

Because the Site is located in an  area  that  contains endangered
species (i.e.,  the  kit fox  and the blunt-nosed leopard lizard),
the following requirements are ARARs  for the Site:

1.   The Endangered Species  Act  of 1973.  16  U.S.C.  Section
1536fa-d)

Generally,  when a  project potentially impacts an endangered
species or critical  habitat,  activities carried out  by Federal
agencies should not jeopardize the continued  existence of an en-
dangered  species or  cause adverse  modifications  of  critical
habitat.

2. USFWS Mitigation  Policy fFR 7644-7663. Vol 46. Mo. 15. January
19811.

This policy is triggered  in  accordance with the Fish and Wildlife
Act of  1956,  Fish and  Wildlife  Coordination  Act, Watershed
Protection and Flood Prevention Act and  the National Environmen-
tal  Policy  Act.    The  mitigation policy defines  resource
categories and  establishes  mitigation  goals  and guidelines  for
each.  Guidelines to achieve  the goal  include avoiding or mini-
mizing habitat loss,  immediate  rectification or reduction  of
habitat loss or replacement  of habitat in kind.

3.  Federal  Water Pollution Control  Act.  Section 404fbim.  33
U.S.C.  Section I344fbim.

This statute is designed to ensure that  if no practicable alter-
native to  impacting waters  of the United  States including wet-
lands exists,  any unavoidable,  adverse impact  on  the wetlands
must be mitigated.

4.   California Hazardous Waste  Control Laws.  Health and Safety
Code. Div. 20.  Chanter 6.5. Section 2S220-2S241 at  sea,  and 22
CCR. Div.  4.  Chapter 30.  Section  66001 et seq

The  actual  substantive  restrictions  contained   in  Section
25232(a) (1)  and  (2)  are  an ARAR.   However,   the procedural  re-

                     19

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quirements related to notice, hearing and the  mechanisms  for  im-
plementing deed restrictions do  not fall  within the definition of
an ARAR. CERCLA Section 121, 42  U.S.C.  9621.
       Specific
1. Occupational Saffgtv and Health Act f"OSHA"l

OSHA has set a permissible exposure limit  ("PEL") for  all  asbes-
tos  fibers  at  0.2 fiber  per  cc ("f/cc")   for occupationally  ex-
posed  workers and an' "action  level"  (the  level  above which
employers must initiate compliance activities) of 0.1  f/cc as an
S -hour time  weighted  average  (51 C.F.R.  Section 22612  (1336)).
While this standard was meant for occupational exposure  (8 hours
per day, 40 hours  per  week, 52  weeks per year)  and  not  for  con-
tinuous  ambient exposure, it provides an upper threshold  for
evaluating permissible ambient exposure limits.   In  other  words,
a concentration of .2  PCM fibers per cc  of respirable air or  less
is not permissible for ambient  exposure,   since  this requirement
is applicable or relevant and  appropriate  for  exposure during the
cleanup of this Site.

2.  California Porter Cologne Water Quality Act. 23  CCR,  Chaster
3: Subchapter  15.  Article 7  -  Mining Waste Management.  Section
2570-2574.  Specifically  23 CCR  Section 2572 (b) .  23 CCR  Section
2572fhimfAl.  23  CCR Section 2572fhl(3).  23  CCR Section 2546fd)
and 23 CCR Section 2546
This state act contains regulations establishing waste management
requirements for all mining vaste.  The act's construction  stan-
dards  require  accommodation of  2 5 -year,   24-hour storm  run-off
controls in design criteria for the drainage and diversion struc-
tures  at the Mill  Area as well as 100  year peak  stream  flow
protection for all waste piles at  this site.  These  requirements
are applicable and  relevant  and appropriate for  remedial  action
at this site.

10.0 THE SELECTED REMEDY
        \
         N-.
Alternative 5, consisting  of grading, cross canyon stream diver-
sion, improvements to the  existing sediment  trapping  dam,  access
restrictions, deed  restrictions,  revegetation pilot  study,  road
paving or  an engineering  alternative, and mill dismantling,  is
the selected remedy  for the JM Mill Area OU.   The  grading will
reduce the slope of the tailings pile and improve its stability.
A  stream diversion  will be built  to channel surface water away
from the tailings piles,  thereby reducing  erosion and transport
of asbestos into Pine Canyon Creek.  An existing stream diversion
upslope from the main tailings pile will  be improved.  The exist-
ing  sediment retention daa  will be improved with a concrete
spillway.  A pilot study will evaluate if native vegetation could
be established on the  disturbed areas.  If  revegetation  is  found
to be technically feasible, the disturbed areas  will  be reclaimed
with vegetation.   The disturbed areas will be  fenced off.   The

                     20

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mill building will be dismantled and disposed  of  along with  other
debris in the mill area.  The road through the Mill Area will be
?•*">?* cr an alternative will be adopted to suppress dust. A deed
restriction will  limit  land use and  prevent  disturbance of the
contaminated material left at the Mill Area.   Visual inspections,
both on the ground  and  from the air,  will be required to ensure
the integrity of the engineering and institutional  controls.

The goal of the selected remedy  is  to maintain the  current effec-
tiveness of the existing sediment trapping dam in  minimizing the
hydraulic transport  rate of  asbestos waste  material  into Pine
Canyon Creek.   Because asbestos from natural and disturbed  areas
is  aireaay  present  in  and will continue to enter the  surface
water pathway, it is not possible to quantify  a reduction in risk
that this  remedy will  achieve.  However,  it is  believed that
minimizing the asbestos entering Pine Canyon Creek will decrease
the downstream  human health risk  due to both  inhalation of
rtrurpcr.dsd asbestos fibers.  Entry  into  the  JM  Mill  Area OU is
controlled by locked gates. By restricting access to the JM Mill
Area OU,  the  generation of  airborne  asbestos emissions will be
minimized,   reducing the  risk  from inhaling asbestos  fibers for
persons in the immediate area.

The major features  of the  selected  remedy  are  engineering con-
trols designed to reduce hydraulic  transport of asbestos  into lo-
cal drainages.  These controls include:  i) a  cross canyon diver-
sion system;  ii) a  run-off  management system;  and iii)  grading.
These engineering controls consist  of  the  following components:

Cross Canyon Diversion System:
     —Diversion ditch;
     —Improvement to existing upslope diversion;

Run-off Management System:
     —Improvement to existing sediment  trapping dam;
     —Reclamation of disturbed  areas  with native vegetation if
the revegetation pilot project is successful;
        '\
Grading:
     —Grading benches perpendicular to  the slope;
     —Consolidation of  asbestos-containing site soils;

All diversion and drainage  facilities shall be designed and con-
structed to accommodate the anticipated volume  of precipitation
and peak flows from surface run-off in a  25-year,  24 hour storm.
All tailings piles shall be protected from 100-year peak stream
flows.

All containment structures shall be designed by a  registered
civil engineer and construction  shall  be supervised and certified
by  a  registered  civil  engineer or  certified engineering
geologist.
                     21

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A verification  sampling  plan ("VSP")  will be instituted to  con-
firm that an appropriate reauction in hydraulic  transport rate  of
asbestos is achieved.  The VSP will include surface water  model-
ing and surface water sampling as necessary.

Operation and maintenance  activities  will be required to  ensure
the effectiveness of the stream diversions and sediment retention
structures.   These activities will include:   (1) inspection  of
engineering systems to ensure  integrity and performance,  (2)
removal of  sediments from  retention dams,   (3)  any repair  work
necessary to maintain the  integrity of the remedial systems,  and
(4)  maintenance of the vegetation.  EPA will  review the remedial
actions  ef fectiv^ricos  pursuant to CZRCLA  Section  121 (c) ,  -42
U.S.C. Section 9621(c).

The total capital cost for the selected alternative is  estimated
at $1.1 million.  Annual operation and maintenance activities are
estimated  at SRis.ooo.   The total present worth cost for the
selected alternative is estimated to be  $1.9 million.  Table  2
summarizes costs for the selected alternative.

During the  remedial  design and construction process that  follows
this ROD, some changes to the selected remedy  may be required and
will be  made  in accordance  with CERCLA Section  117,  42  U.S.C.
Section 9617,  and 40 C.F.R. Section 300.435.

11-0  DOCUMENTATION of SIGNIFICANT CHANGES

The selected alternative for the JM Mill  Site is construction  of
engineering systems to control the release of  airborne  and  water-
borne asbestos  from  the  JM Mill  Area and accompanying measures,
as detailed in  Section  10, above.   At  this time  no significant
changes from the Proposed Plan have occurred.

12.0  STATUTORY DETERMINATIONS

Overall ^Protection of Hunan Health and the Environment

The selected remedy protects human health and the  environment  by
minimizing  exposure  to  asbestos-contaminated  materials.   Proper
operation and maintenance practices will ensure  the integrity  of
the  stream diversions,   sediment trapping dams,  vegetation and
fencing.  Strict dust control procedures will be followed  during
construction.    Proper health and safety measures, including am-
bient air monitoring and personnel monitoring during  implementa-
tion, will ensure that the health of on-site  workers and the lo-
cal population is protected.

Cost-Effectiveness

The selected remedy is cost-effective in that it provides overall
effectiveness commensurate to its costs.  The estimated costs  of
the  selected  remedy  are  approximately  one  half the costs as-
sociated with    a  15.24  centimeter  (6 inch)  vegetated  cap

                      22

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                             TABLE 2

                         SUMMARY OF COSTS

                      PREFERRED ALTERNATIVE



  Capital Cost       O&M      Present Worth Cost        O&M
(per cubic meter)  (per yr)                        (Present Worth)

     $3.30         $27,000      $1,900,000   ,      $315,000   •


O&M = Operation and Maintenance

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(Alternative  6),  and yet the selected  remedy and Alternative  5
are similar in  terms of'the level of public health and  environ-
mental  protection   provided,   except  that construction  of  a
vegetated  cap would involve a  slightly greater  exposure risk
during implementation.

Compliance with ARARs

The selected  remedy  will  comply with all applicable or  relevant
and appropriate requirements that have not been waived.

Utilization' of  Permanent Solutions  to  the  Maximum Extent Prac-
ticable

Currently there is no known permanent treatment or  resource tech-
nology which  would control  release  of asbestos  from the soil at
the JM Mill Area  OU.  A thermal treatment alternative was  iden-
tified,  but it  was  eliminated from further consideration due to
difficulties  associated with  implementation  and  very high  cost.
Of those alternatives that are protective of  human  health and  the
environment,  comply  with ARARs and  are  cost effective,  EPA  has'
determined, and the State has concurred,  that the selected  remedy
provides the  best balance of the various factors that CERCLA  re-
quires be considered in remedy selection.

The JM Mill Area  OU is located in a  largely rural area, remote
from any population  centers and just dovnslope from a large area
of serpentine which  is a source of naturally occurring asbestos.
Off-site  disposal of the  mining  and  milling  waste would  be
prohibitively expensive and would have  a significant short term
risk  associated with  transport of  the asbestos  to  a   landfill
licensed to accept asbestos waste.

Preference for Treatment as a Principal  Element

Currently there is no proven,  cost-effective  treatment technology
that  would permanently and  significantly reduce  the mobility,
toxicity or volume of asbestos  at  the  JM Mill Site.   Since no
cost-effective treatment alternative  exists  for  this  OU, treat-
ment  was not  selected as a remedy.   Although several treatment
technologies  were investigated  during the  feasibility study,  it
was determined that  no  technology presently exists  that would
result in  a permanent and significant decrease in the toxicity,
mobility or volume of asbestos  at  the JM Mill Area OU in a cost
effective manner.   Alternative 5 was found to be the best method
for addressing the threats  posed  by the JM Mill Area OU,  taking
into account all of the statutory requirements and  preferences.
                      23

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                            APPENDIX  1

              REVIEW OF ASBESTOS ANALYTICAL METHODS

I.  Asbestos Analytical Techniques

There are three conunonly accepted analytical techniques used to
measure asbestos.  They are:

     1)  Phase Contrast Microscopy ("PCM"):  An optical technique
useful in examining minute particles.

     2)  Polarized Light Microscopy  ("PLM"):  An optical tech-
nique that uses polarized light to identify minerals.

     3)  Transmission Electron Microscopy  ("TEM"):  A technique
using an electron microscope to achieve extremely high resolution
of asbestos fibers too small to be resolved using optical
methods.

A brief description, including the advantages and disadvantages
of each technique, is presented below.

A.  Phase Contrast Microscopy

Phase contrast microscopy ("PCM") is a technique of optical
microscopy that is commonly used to analyze air samples collected
in the work place (e.g. in enclosed spaces).  PCM translates dif-
ferences in the phase of light transmitted or reflected by the
object into differences of intensity in the image. The method is
better suited to analysis of work place air than ambient air be-
cause in the work place, asbestos accounts for a high fraction of
total particulates as opposed to in an environmental setting,
where the situation is normally reversed.  Most of the available
medical studies of asbestos diseases have measured asbestos using
PCM.  This is because PCM was the only technique available when
most of the occupational studies were done.

The PCM technique has three major limitations concerning its use
in the ambient environment:  i) the method cannot detect fibers
with diameters of less than 0.2 micrometers.  Many fibers in the
environment are much smaller than this; ii) PCM does not distin-
guish between asbestos fibers and other types of fibers.  There-
fore, in the environment, the PCM fiber count may be completely
unrelated to the asbestos fiber content; and iii)   PCM is also
very sensitive to the ratio of total particulates to fibrous
dust.  In environmental samples this ratio is sufficiently high
that fibers may be effectively obscured so that PCM counts may
severely underestimate fiber concentrations.
For these reasons, it is widely accepted that the PCM method is
totally unsuitable for measurement of asbestos fibers in ambient
atmospheres.

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The major advantages of PCM are that it is a quick, cheap, well
established technique for measuring occupational levels of ex-
posure.
                        ' • -,' .•'•• j>    ••'•',- ; •'
B.  Polarized Light Microscopy

Polarized Light Microscopy ("PLM") is the preferred technique for
analysis of bulk insulation samples.  The PLM technique is rela-
tively inexpensive, quick (1/2 hour/sample) and allows: (1) iden-
tification all asbestos types, (2) distinguish between asbestos
and other fibrous and non-fibrous minerals and (3)  identify most
non-asbestos components of samples.  The resolution capacity of
PLM is 200x to 400x magnification.

There are two counting procedures that have been adopted for use
with PLM analysis, the point  counting method and the field com-
parison or visual estimation method.  The point counting method
uses a superimposed grid (graticule) with 100 points.  The
operator counts the points where asbestos is present.  The method
(point count) involves the preparation of eight slides, each of
which can be viewed at 100 possible points, to establish tae
presence or absence of asbestos at 50 points  on each slide.  The
result is recorded and reported as area percent based on the num-
ber of positive points.  The following format is used for deter-
mination:

Area percent » a/n (100)

where:
          a « number of points with asbestos fibers present
          n - number of non-empty points counted.

The field comparison method, also called the 2-minute method,
with the.stereobinocular light microscope, is used to quantify a
large sample (e.g., l  ounce)  using the microscope at 30-40x.
The operator estimates the homogeneity of the mixture and es-
timates the percentage of each individual fibrous component.

The disadvantages associated with PLM include:

     o  Asbestos  content determination is usually done by visual
        estimate (field comparison) or point counting, and is
        thus qualitative;  concentration is expressed as the
        ratio of asbestos to non-asbestos particles or percent
        by area.

     o  Small fiber identification is difficult because certain
        optical properties (birefringence and the angle of ex-
        tinction) are hard to determine in small fibers.

     o  The thinnest fibers that can be observed are ap-
        proximately 0.4 micrometers in diameter; fibers this
        small, though observable, cannot usually be identified
        for mineral type.

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      o  Highly  skilled  analysts  are  required, particularly  in
         view of the  subjective nature  of the determinations.


      o  The  detection limit  is 1 area  percent.
         Samples may  still  contain asbestos  in quantities below
         the  PLM detection  limit.

      o  A  precise procedure  for  sample preparation has  not  been
         developed.   Therefore, PLM suffers  from the variation
         introduced during  sample grinding and preparation.   It
         is very difficult  to standardize the preparation of bulk
         samples, especially  soil samples.

 Using PLM  to identify asbestos in soils can be difficult because
 soils are  subjected  to  erosion and weathering; asbestos bundles
 become separated and broken  into smaller/ possibly sub-optical,
 :»i«es much more quickly than fiber bundles  in relatively undis-
 turbed insulating materials. * Asbestos fibers may also  be dis-
 persed by  wind  and by seasonal flooding.  Therefore, a  sizeable
 fraction of  the asbestos fibers  in soil could be below  optical
 resolution.   On the  other  hand,  PLM  is the  only method  of measur-
 ing asbestos with an EPA approved methodology for sampling  and
 analysis,  even  though this methodology is specifically  for  bulk
 insulation samples.  Therefore,  it is  the one analytical method
 that  can be  controlled, to a limited extent, in a quality
 assurance/quality control  plan.

 C.  Transmission Electron  Microscopy

 Transmission electron microscopy ("TEM") is the most powerful
 analytical technique available for measuring asbestos.  TEM has
.been  used  for air, water,  or soil analysis.  It is the  preferred
 instrumental technique  for measuring asbestos in ambient atmos-
 phere since  it  incorporates  the  most powerful combinations  of
 identification  methods.  TEM analysis  uses  electron microscopy,
 at  magnifications of 10,000 to  50,000 times, to detect asbestos
 structures as thin as 0.2  nanometers in diameter.  This is  suffi-
 cient to identify the thinnest asbestos fibrils under most  cir-
 cumstances.   Besides the transmission  electron microscope,  which
 allows the operator  to  locate very small fibers, this technique
 can also utilize two mineral identification tools.  These are
 Selected Area Electron  Diffraction ("SAED") and Energy  Dispersive
 X-ray Analyser  ("EDXA").   Using  these  tools, the operator can
 identify the mineral type  from a single point on the specimen.

 The disadvantages associated with TEN  include the following:

      o  No widely accepted TEM method  is available for  the
         analysis of  asbestos in  soils, making it difficult  to
         correlate interlaboratory data.  Sample preparation
         methods are  not standard among workers, making  the
         comparison of results between  sites or laboratories

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        very difficult or meaningless.

        Analysis requires a minimum of 6 to 8 hours over 2 to 2
        days.  Highly skilled analysts, are required and large
        differences in results can occur due to operator
        variance.  TEM analysis is extremely expensive, over 20
        times the per sample cost of optical methods.

        TEM analysis is performed on a much smaller sample than
        PLM so that obtaining homogeneity during sample
        preparation is more critical.
     ~.  Typi rally, total structures are counted.   Sample
        preparation (i.e., grinding)  destroys the structure size
        distribution.

TEM sample preparation alters the soil matrix.  This is sig-
nificant because the sample is dispersed into very fine particles
oerore it is put onto a filter for analysis.   Since asbestos oc-
curs in clusters and bundles as well as fibers,  the sample
preparation process (in the case of soil)  can destroy the struc-
ture of those forms and produce a very large  number of individual
fibers of small size.   Although total fibers  are counted as cart
of the TEM analysis, these results must be converted to weight
percent, using data on length, width, and density.  This conver-
sion to mass is necessary due to the sample preparation grinding
process, which artificially increases the fiber count.  How the
TEM weight percent compares with air emissions and risk tables
has not been standardized by government or industry.  Therefore,
interpretation of soil data results relative  to air samples
and/or risk charts is very difficult, at best.

II.  Problems with Using Asbestos Data in Quantifying Risk

Although the role of asbestos as a cause of cancer is clear, the
ways in which fibers cause disease are not well understood, and
this has complicated efforts to measure asbestos successfully.
Asbestos researchers have not agreed upon which attributes of as-
bestos are important to measure to assess risk,  including size
and shape of individual fibers, number of fibers, total mass of
fibers, inclusion of asbestos bundles, clusters,  and matrix
debris in the fiber count, and asbestos mineralogical type.  For
example, most researchers think that longer,  thinner asbestos
fibers (those longer than 8 micrometers and thinner than 1.25
micrometers) are more carcinogenic, i.e., The "Stanton
Hypothesis*.  However, other researchers question this approach,
suggesting that both long and short fibers may be biologically
active.  In addition to fiber dimension, surface chemistry of the
asbestos fibers may play a role in causing disease.  Further,
there is disagreement whether mineral type is a factor in disease
causation.  Some would argue that chrysotile asbestos may par-
tially dissolve in weakly acidic environments, facilitating fiber
clearance from the lung.  However,  EPA policy is that all asbes-
tos mineral types are equally carcinogenic.

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5itS o?he? pa?ticSIJ£1Qn?i microsc°Pes'  and may be agglomerated

rirther  althSoh »J%**  !' S° that th6y are masked Or hidden.
anlfSrfAai  J  K-   A has attempted to standardize asbestos

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    JOHNS-MANVILLE COALINGA ASBESTOS MILL AREA OPERABLE UNIT
                     RESPONSIVENESS SUMMARY
                            FOR THE
   REMEDIAL  INVESTIGATION/FEASIBILITY STUDY AND PROPOSED PLAN

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY RESPONSE TO  COM-
MENTS ON THE  PROPOSED  PLAN FOR THE JOHNS-MANVILLE  COALINGA AS-
BESTOS MILL AREA OPERABLE  UNIT OF THE JOHNS-MANVILLE  COALINGA
ASBESTOS MILL SUPERFUND SITE

I.   INTRODUCTION

The United States Environmental Protection Agency  ("EPA")  held
a public comment period from  May 25,  1990  through June  25,  1990
on EPA's Remedial Investigation/Feasibility Study ("RI/FS")  and
Proposed  Plan for the asbestos contamination  at the Johns-
Manville Coalinga Asbestos  Mill Area  operable  Unit ("JM  Mill
Area OUW)  in  Fresno County,   California.   The  purpose of  the
public comment  period  was to  provide  interested  parties  with
the opportunity to  comment on the RI/FS and Proposed Plan.   The
RI/FS, the Proposed  Plan and  the complete  Administrative  Record
were made  available on May  25, 1990  at  the Coalinga Public
Library,  the designated  information repository  for the JM  Mill
Site.  By May 25,  1990, fact  sheets containing  EPA's  Proposed
Plan had been mailed to all  interested  parties and  notification
of the public comment period  was published in Coalinga  and  Han-
ford area newspapers.

Section  113(k)(2)(B)(iv)  of  the  Comprehensive Environmental
Response,  Compensation and Liability Act (CERCLA) requires  that
EPA  respond  to significant  comments on  EPA's  Proposed Plan.
This responsiveness  summary  provides a review  and summary of
significant public  comments on the RZ/FS and the Proposed Plan.
In addition to summarizing significant comments  and questions,
the  Responsiveness  Summary  presents EPA's  responses to those
concerns.
     OVER'
II.  OVERVIEW OF THE RECORD OF DECISION

EPA's selected  remedy is  Alternative  5 in  the Proposed  Plan
with minor modifications which are described in Section 10.0 of
the Record of  Decision ("ROD11).   It includes  engineering  con-
trols designed to minimize the release of asbestos from the JM
Mill Area OO into Pine Canyon Creek  and institutional controls
designed to minimize  exposure of persons on or near  the  mill
area to airborne asbestos  emissions.  The  selected  remedy in-
cludes the following  elements:    i)  grading; ii) cross canyon
stream diversion;  iii) improvements to the existing sediment
trapping  dam;  iv)  revegetation pilot project;   v)  access
restrictions; vi) deed restrictions; and vii)  dismantling and
disposal of the mill building and associated debris.

Other alternatives  fully analyzed in the FS included:  1)  no
action; 2) road paving, deed restriction and mill dismantling;
3) access restrictions;  4) capping the  asbestos  in-place  with

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either a  .5  foot  or  a  2-foot soil  covering;  5)  removal of the
contaminated material to an approved, off-site landfill; and 6)
thermal treatment of  the contaminated material.

III.  SUMMARY OF SIGNIFICANT COMMENTS AND AGENCY RESPONSES

   The following section  summarizes the  major comments and
responses received  on  EPA's Proposed  Plan  for the  Johns-
Manville Coalinga Asbestos  Mill Area OU.  A detailed section of
comments and responses  can  be found in Section IV.  If any con-
flicts or a'mbiguity  appear between the  two sections,  follow
Section IV.

   The only comments  received on  the  JM Mill Area OU were sent
to  EPA  by two  potentially  responsible  parties,  the  Santa  Fe
Pacific  Railroad Corporation  (SFPRC)  and Marmac  Resource
Company/Mareco, and by  the California Department of  Health
Services.

Comments Bv Santa Fe  Pacific Railroad Corporation

   While SFPRC states that they approve of EPA's preferred al-
ternative,  they  had several comments concerning what  they
believe are mistakes in  the Proposed Plan  Fact  Sheet  that EPA
issued to  the  public.    For example,  SFPRC believes  that the
Ponding Basin is  not part  of this  Superfund  site and  that the
Mill  site  does  not  significantly  impact  the  California
Aqueduct.    They also believe that the  Remedial Investigation
was not properly summarized in the  fact  sheet.   Because asbes-
tos from  the  Mill Area was  transported to  the  Ponding Basin,
EPA can consider  it part of  the Superfund site.   During heavy
flooding,  asbestos  from the Mill Area has been carried  by
streams onto the Arroyo Pasajero Alluvial Fan.

   SFPRC also claims that  the JM Mill  Site is  not  similar  to
the Atlas Asbestos Site  as stated  in .the Proposed Plan.   EPA
responds that although  the  two sites  are different in  size and
impact/ they are similar in that  both contain asbestos ore and
tailings and abandoned mill facilities.   The two  site are lo-
cated in adjacent drainage  basins about three miles apart.

   SFPRC  questioned  why two  sets  of  soil sampling data  were
used  in  the Public  Health  Evaluation which  determines the
health risk froa  the asbestos.  One set of data was collected
by EPA and the  other was collected by SFPRC.   EPA  notes that
both sets of  samples were  collected and analyzed with EPA ap-
proved methods and were checked to ensure quality.  The samples
were taken from different  areas  at different times which ac-
counts for some of the  discrepancies between the two sets.

   SFPRC  requested that EPA clarify that  stream diversions
would minimize the potential for  releases  of asbestos  into lo-
cal creeks and  that  actual releases  are  not  currently occur-
ring.   EPA  acknowledges   that  releases  are  not occurring

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presently because the last few years have been very dry.   EPA's
selected remedy will  protect  local streams  in  the event  of
heavy rainfall or seismic activity in the future.

   SFPRC  also made  several  comments  regarding  the  watershed
modeling done by EPA and by SFPRC.   They also  commented  on  the
way that EPA measured asbestos in the California Aqueduct.   EPA
believes that both watershed models are valid.

   EPA notes that SFPRC's detailed comments on EPA's  soil  sam-
pling and'watershed modeling are  not significant  because  EPA
would select the same remedy based on SFPRC's  data alone.

Comments Bv Marmac Resource Companv/Mareco

   Marmac's comments concern what they believe are  mistakes  in
the Feasibility Study.   Most of  these statements are taken from
the Site Description and  History section  of the  Feasibility
Study.   Because the comments are  not  relevant to  selecting  a
remedy for the site, EPA is not  responding to  those concerns at
this time.

   Marmac requested  that  EPA  clarify that metals  are  not con-
taminants of concern at  the site and that serpentine, not  as-
bestos,  was found in the  chromite  ore  that Marmac transported.
While EPA can confirm that metals are not  contaminants of con-
cern  at  the  site,   EPA's  analysis   of the  chromite  ore
transported by Marmac did show asbestos in the ore.

   Marmac prefers Alternative  3  in the Proposed Plan plus grad-
ing.   EPA believes  that  Alternative 3  plus  grading does  not
adequately protect human health  and the environment.

Comments By The State Of California

   The State of California has concurred in the selected  remedy
and has  identified  several California  laws which  it states  are
applicable or relevant and appropriate.   EPA has  analyzed  the
applicability and the relevance  and appropriateness of applying
these lavs to the JM Mill Area OU in its response.


IV.  PUBLIC COMMENTS RECEIVED AND AGENCY RESPONSES

This section includes EPA's response to significant public com-
ment* on the  RI/FS and  the  Proposed Plan  received during  the
public comment period.  The only public  comments  received were
letters  from  two  potentially  responsible parties  (PRPs)  and  a
letter from the State of California.

The comments  responded  to  herein have  been summarized  or
paraphrased as appropriate.

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A.  COMMENTS BY SANTA FE PACIFIC RAILROAD  CORPORATION  ("SFPRC")

A.I  Letter  from  Charles Robinson of Levine-Fricke, Inc., con-
sultants for SFPRC,  dated June 25,  1990:

A.I.   Comment:  The  Proposed Plan implies that  the Ponding
Basin  is part  of  the Site.    The  Ponding  Basin is not part of
the Site.   This is confirmed by the  specific description of the
Site in numerous  official documents either signed or approved
by  EPA.   For  example, the Administrative Order on Consent
signed by  EPA on November  16, 1987,  contains the  following
description:

    The Site  covers  approximately  557  acres  of  land....  The
Site is located within the Pine Canyon  Creek drainage  basin....
The Site is located immediately adjacent to the New Idria For-
mation and ranges  in elevation from  2,800  to 3,000  feet.

SFPRC  requests that  EPA clarify that  the  Ponding Basin is not
part cf the Site.

A.I.   Response:  CERCLA Section 101(9)(B)  defines  the tern
"facility"  as "any site or area where a hazardous substance has
been deposited,  stored, disposed  of,  or  placed  or  otherwise
come to be located..."  Contamination  from the JM Mill Area OU
has been transported  via surface  streams  to the Ponding Basin
of the California Aqueduct  near Gale  Avenue.    Therefore,  the
Ponding Basin can be  included  as  part  of  the  JM Mill Site be-
cause contamination from the Mill Area has  come  to be located
in the Ponding Basin.   The "site"  as defined in the Administra-
tive Order on  Consent referred only to the area  on which the
RI/FS was to be performed by  SFPRC.   This site definition did
not restrict EPA's discretion to address any other areas where
contaminant from  the  JM Mill Site  has  come to be located  as
part of that site.   It should be noted that EPA is not taking
any action in the  Ponding Basin at this time and that  the Pond-
ing Basin is not  part of the operable unit addressed by this
ROD.  N

A. 2.   Comment!   The  Proposed Plan implies that  the  Site has
significantly impacted the  Ponding Basin.   This is not consis-
tent  with  the  findings   of the  Remedial  Investigation,
Feasibility Study,  and Regional Report  which EPA  has  con-
tributed to,  reviewed, and approved.  For  example,  EPA required
that SFPRC insert the following statement  into the Feasibility
Study:  (Page 4,  Paragraph 4,  3rd sentence)  "As previously men-
tioned, given the widespread occurrence of naturally  occurring
asbestos in the vicinity, the potential additional health risk
from asbestos being transported off-site  by wind  and water is
extremely slight in absolute terms and  negligible in comparison
to the health risks  posed by naturally  occurring  sources."
Thus,  EPA has  determined that the  Site's contribution to the
Ponding Basin is,  at most, negligible.   In addition, EPA should
explain in  this  discussion  that  the  asbestos  in  the Ponding

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Dasin originated primarily from natural sources with minor con-
tributions from anthropic sources.

A. 2.   Response;   EPA's Proposed  Plan  for  the JM Mill  Area  OU
states:   "During heavy  rains,  asbestos can be transported from
the Mill  Site  down Pine Canyon  Creek  and eventually onto  the
Arroyo Pasajero.   During heavy  flooding,  asbestos-laden water
fills the ponding basin and can be released into the California
Aqueduct  (see discussion on the  Ponding Basin  on  page  7)."  The
sediment  trapping  dam  below the  tailings  pile at  the  JM Mill
Site has  been  breached  at  least once since 1980.   This breach
occurred  in  1983.   EPA agrees that during dry  conditions  and
""inor rainfall events,  the amount of asbestos  transported into
Pine Canyon Creek from the JM Mill Area has been minimal.

EPA did not  require that SFPRC insert  the  above-mentioned sen-
tence into the Feasibility Study.  The  language in this sen-
tence was written by SFPRC and included in a draft FS submitted
to £rA as required by the  Consent Order.   At  a meeting between
EPA and SFPRC  after the draft FS was  submitted,  EPA and SFPRC
agreed to  edit the sentence  as  follows:    "As  previously men-
tioned, given the widespread  occurrence of naturally occurring
asbestos  in  the vicinity,  the potential  additional  health risk
from asbestos currently being transported  off-site  by  wind and
water is  extremely  slight  in absolute terms  and  is negligible
in comparison to the health risks posed by naturally occurring
sources."  This  latter sentence  is what appears  in the final,
EPA approved FS.

A.3.  Comment;   The Proposed Plan states that the Atlas Site is
"similar" to the JM Site.    This is not  true.    Although both
sites contain  asbestos,  the  Atlas  Site is vastly  larger than
the JM Mill Site,  and contains vastly greater quantities of as-
bestos.

A.3.  Response;  The JM Mill  Site is similar  to the Atlas Mine
Site in terms of the presence of asbestos ore and asbestos mill
tailings  at  both  sites and  the presence of an  abandoned mill
facility  on both sites.   The sites  are  located in adjacent
drainage  basins approximately  three  miles apart.  EPA agrees
that the Atlas Site is  larger  and contains a  greater amount of
asbestos  contamination.   The similarities  and  differences  be-
tween the two sites are described in the RIs for the sites.

A. 4.   Comment:  The  description of the  tailings pile  in  the
Proposed  Plan  should indicate that  the concentration of asbes-
tos in the tailings piles  (64%) is significantly less than that
in the  naturally occurring asbestos-containing  soils  adjacent
to the Site  (84%).  This point is important to understanding a
unique characteristic of the  Site:  the Site  is located within
an area of very high concentrations of naturally occurring as-
bestos.

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A.4.  Response:  jn the Site Background  Section of  the Proposed
Plan, page  2,  paragraph !,  EPA notes that:  "The Mill site is
approximately one half mile  below  a  48 square mile  area of ser-
pentine  rock  (Lhe  New Idria Formation)  that contains  large
amounts of naturally occurring asbestos."   EPA agrees that the
asbestos content  of  adjacent serpentinite soils  is  high.
However,  the results of asbestos analytical techniques are sub-
ject to considerable uncertainty and the asbestos concentration
of serpentinite soils  is highly variable.   In addition,  EPA's
investigation  suggests  that  the  tailings  piles  are  ap-
proximately* three times as credible as the surrounding natural
areas.   The  evidence concerning  the differences  in asbestos
concentration of the  tailings prl*»  and  the serpentinite  soils
in the JM Mill Area are documented in the RI.

A.5.  Comment:  EPA's revised PHE uses  EPA's soil  sampling
results despite the limited value of this  data.    EPA's data
does not agree with oth«r sources  in its reported asbestos con-
tent nor is it consistent witn SfPKC's approved data.  bf^KC's
soil sampling data  is sufficient for estimating potential risks
due  to asbestos exposure.   Therefore, EPA's  data  is  inap-
propriate for  use  or consideration  in  the PHE  for the Johns-
Manville Coalinga Asbestos Mill  Site.  Our letter to EPA dated
April 11, 1989, explains our concerns regarding EPA's data.  In
response to our concerns,  EPA's April 28 letter offers two
reasons for the use of its own soil  sampling data.

The first reason given by EPA was  that "[a] significant amount
of field work, sampling,  and laboratory  analyses were completed
by  EPA  prior to SFPRC's  involvement  in  the  Remedial
Investigation/Feasibility Study process."

This statement distorts the  record.  EPA first notified SFPRC's
predecessor,  the  Southern  Pacific  Land Company  (SPLC),  that
SPLC was a potentially responsible party for the Site in a let-
ter dated June  18,  1986.   At that  time,  EPA advised SPLC of
EPA's.   intention  to  complete   the   Remedial
Investigation/Feasibility Study  for  the Site.    After meeting
with EPA, SPLC  completed a  soil  sampling program  and provided
EPA with a  Draft Remedial Investigation report  dated November
17,  1986.   EPA did not  begin its own  soil sampling until the
summer of 1987,  about eight months later.   At approximately
that Mae time,  SPLC  submitted a Soil Sampling  and Analyses
Plan to  EPA,  in response to EPA's  comments  that the Remedial
Investigation needed to evaluate the regional occurrence of as-
bestos.   SPLC's  additional  soil sampling activities were con-
ducted in accordance  with the Administrative Order on Consent
(Consent Order) executed by EPA and  SPLC on November 16,  1987.
Thus, EPA's soil sampling program,  and  subsequent  use of that
data  in  the  PHE  constitutes  unnecessary and  inappropriate
duplication of our  sampling  efforts.

EPA's second reason for using both sets  of  data was that all of
the data collected by both EPA and SFPRC are "appropriate" for

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use in  the PHE without providing any  justification.   In par-
ticular,  EPA  offered no  analyses,  reasons,  or data  which
refuted the  specific,  factual SFPRC  concerns regarding EPA's
data.   We have documented  our concerns  with the methodology and
quality of EPA's asbestos analyses on  numerous  occasions.   In
lieu of repeating those concerns here,  please  refer to our let-
ters to EPA dated May 19,  1988; June 10, 1988; August 11, 1988;
September 16, 1938;  and  February 27,  1989.   Although EPA's
April  28,  1989,  letter noted that its  soil sampling  data had
technical problems, EPA did  not  specifically  respond  to these
letters.  Accordingly, EPA's  second  statement  is not supported
by the. record.  Please consider these letters  (attached) resub-
mitted for the record.

Given the  problems with EPA's data,  and the  fact  that SFPRC
conducted an extensive regional soil sampling program under EPA
oversight in accordance with  the  Consent Order and approved by
EPA with  no  significant  problems  identified, we  continue to
maintain that the PHE for the Johns-Manville Coalinga Asbestos
Mill Site should be based  on  SFPRC's data alone.

A. 5.  Response;   EPA's soil  sampling  for the Atlas Mine Sica
and the JM Mill  Site was  performed in  1987 between August 24
and October  9,  prior  to  SPLC's  signing of the  Consent Order
that specified how SPLC would perform the RI/FS for the JM Mill
Site.   SPLC's draft RI report dated November 17,  1986 had sig-
nificant technical problems and was not accepted by EPA.  SPLC
subsequently signed the Consent Order on November 16, 1987.

EPA's  PHE uses both EPA soil  data and  SFPRC soil  data in cal-
culating cancer risk  values.  Both EPA  and  SFPRC  samples were
collected and analyzed using an  EPA  approved sampling and
analysis  plan.   EPA and SFPRC data were validated using EPA
approved  quality  assurance/quality  control  plans.    Dis-
crepancies between the two data sets do not justify discarding
either one.  EPA has discretion to use any validated data that
was produced in the study  of the JM  Mill Area in the PHE,
before or after SFPRC signed the Consent Order to  conduct an
RI/FS.   In this case these  data include both EPA and SFPRC
data.   EPA deliberately separated out cancer risk calculations
using EPA and SFPRC data in the PHE, where possible, to address
SFPRC concerns  that the  cancer  risk calculations  in  the PHE
using EPA data were not appropriate for the JM Mill Site.  Even
considering the cancer risk derived from SFPRC data alone, EPA
has determined that  the  selected remedy  is appropriate and
necessary to protect public health.

   SFPRC'•  detailed  comments  on  EPA's  soil  sampling  and
watershed modeling contained  in its resubmitted letters are not
significant because EPA would select  the same remedy based on
SFPRC's data  alone.   Asbestos is a  known human carcinogen for
which no  level of  exposure is known  to be  safe.   The asbestos
tailings at the Mill Area are more erodible than naturally oc-
curring asbestos outcrops.  Significant uncertainty  in asbestos

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soil sampling, watershed modeling and risk assessment  also  sup-
port EPA' s remedy selection.   The selected remedy  is consistent
with  standard  mining practices and  applicable portions of
California's Porter-Cologne Act concerning mining  wastes.

   Nevertheless,  EPA notes that EPA's and SFPRC's soil  samples
were not  split  samples taken  at  the same time  from  the  same
area,  but rather  were samples taken  from different  areas.
This,  in  combination  with the  difficulties with  asbestos
analytical techniques, explains some of the discrepancy.

Both EPA's and SFPRC's watershed modeling  reports  used a range
of values  for the  asbestos content of tailings,  mine surfaces
and surrounding  soils.   EPA's  watershed  model estimated  that
the Atlas  Mine  Site contributes between five percent (5%)  and
thirty six percent (36%)  of the asbestos being  deposited on the
Arroyo Pasajero alluvial fan.  EPA's watershed model  estimated
that the JM Mill Site contributes between two percent (2%)  and
five percent (5%) of the asbestos being deposited  on the Arroyo
Pasajero alluvial fan.  SFPRC's watershed model estimated  that
the Atlas Mine  Site contributes  1.6% of the asbesros being
deposited on the  Arroyo  Pasajero alluvial  fan.    SFPRC's
watershed  model  estimates  that  the JM Mill  Site contributes
0.3% of the asbestos being  deposited on the Arroyo Pasajero al-
luvial fan.  The PHE used data generated by both  models to es-
timate  risk from ingestion from of California  Aqueduct  water.

A. 6.   Comment:    As explained in  the Regional Report  and
Remedial Investigation, the  SFPRC's data  suggest separate  95%
confidence intervals  for  the  mean  asbestos  concentrations of
materials  and soils identified by  our geological interpreta-
tions  found in  the  region's asbestos  source  areas.   This
demonstrates that  Remedial Investigation  and  Regional  Report
geologic interpretations and  analytical  results  are valid  and
useful for purposes of representing the region  for the PHE.

A.6.  Response:   EPA agrees and has used these data,  where  ap-
propriate, in the PHE.

A.7.   comment•   The  Proposed  Plan  should sake clear that  the
stream diversion will minimize the potential for release of as-
bestos into local creeks.   As written,  the Proposed Plan infers
that asbestos is presently being  released  into   local  creeks.
Although a potential for such a release does exist, there is no
evidence that such releases are presently  occurring.

A.7.   Response;   The selected remedy seeks to minimize future
releases of  asbestos into  Pine  Canyon Creek  in  the  event of
significant rainfall  or other disturbance.   Although releases
of asbestos from the  Site  into Pine Canyon Creek are not  cur-
rently occurring because there  has been very  little rain in
this area  for  at least four years and the creek bed  is  dry,
releases of asbestos have occurred  from the JM Mill Area OU in
the past.  EPA must take into  account  past, present and future

                              8

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conditions at  the JM Mill  Site in  its  selection  of an ap-
propriate remedy.

A.8.  Comment: SFPRC'questions the validity of many assumptions
used in  EPA'a watershed  model.    EPA's April 28,  1989, letter
noted  that,  "EPA  views both [EPA's and SFPRC's watershed]
models as important inputs towards achieving the ultimate goal
of a reasonable and cost-effective remedy  in the Atlas/Coalinga
area...both models were used  in evaluating risks from both the
Atlas Site  and the Johns-Manville Site."   As we  have stated
before,  we'believe that  EPA's watershed model  has significant
problems.  SFPRC discussed these  problems  at length in  our let-
ter  to EPA,  dated September 16, 1988,  to which  EPA never
responded.  This letter  is attached  for the purpose of resub-
mitting those comments.

EPA conducted additional  modeling and  included this modeling in
the Atlas Remedial Investigation.  This modeling evaluated the
sensitivity of  EPA's  model  to variations  in asbestos  content.
These evaluations indicated that  this  parameter appears  to sig-
nificantly alter EPA's initial modeling  results.  We  do  not un-
derstand why this modeling has not conclusively demonstrated to
EPA the arbitrary and inaccurate  nature  of the earlier  modeling
on which  the  PHE is,  in part, based.  EPA's April  28 letter
defends  EPA's  watershed  model by noting  that  it  is based on
conservative assumptions  in order to protect health and  the en-
vironment.

A. 8.  Response;  EPA's position on the validity and  usefulness
of EPA's  and  SFPRC'S  watershed model  results, expressed in its
letter of April  28, 1990,  has not changed.   EPA's sensitivity
analysis was  designed to  measure the  sensitivity of the model
to changes  in the asbestos concentration of the serpentinite
soils.    The results indicate that,  as  expected,  the model is
sensitive to changes in soil asbestos  concentrations.  The dif-
ferences in results of EPA's and  SFPRC's models  are  the result
of the  different input parameters and  different mathematical
approaches  used.    The  discrepancy between the  asbestos con-
centration in soils,  tailings and asbestos  ore  as measured by
EPA and  SFPRC can  be  attributed,   in part, to difficulties with
asbestos analytical methods (see  Appendix 1).   Both data sets
were fully  validated  by  EPA.   EPA concludes in  the PHE that:
"Considering  the the major conceptual  and  mathematical  dif-
ferences  between the two  (watershed) models,  there is rela-
tively good agreement between them."   All  models are  subject to
considerable uncertainty.   Given that uncertainty,  EPA has
determined that  the selected  remedy  is  appropriate  and neces-
sary to protect public health.   Because  SFPRC's  watershed
modeling results are  sufficient to justify the remedy  selected
by EPA,  the comments  contained in SFPRC's letter are not sig-
nificant.

A. 9.   Comment:   SFPRC defends SFPRC's watershed modeling
results:  EPA's April 28 letter  also states that  many of the

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assumptions made in SFPRC's watershed model  are  subject  to con-
siderable uncertainty.   As an  example,  EPA states that SFPRC
assumed  that  "50% of  the  sediment delivered to  the settling
basin  is derived  from channel entrenchment on  the  alluvial
fan."  In  fact,  SFPRC did not make  that  assumption.   As dis-
cussed in Chapter  3,  Section 4.1, of SFPRC's Regional  Report,
SFPRC  reviewed published  data from  previous studies  by the
California Department of Water Resources  and the U.S.  Bureau of
Land Management  to -.estimate  the origin  of sediments being
deposited i-n the settling basin area.  These data  indicate that
37% to 62%  of the sediments deposited in  the Arroyo Pasajerc
settling basin originate from  streambed and streambank  erosion
of the entrenched Los Gatos Creek and Arroyo Pasajero channel.
SFPRC used that data  to calculate  a range of feasible  estimates
in its watershed model.

SFPRC's  watershed model consistently  used conservative and
defendable input values to  maximize the potential  asbestos ero-
sion from  the study  area.   In contrast  to SFPRC's  watershed
model,   we have stated previously,  we believe  that EPA's
watershed model  is not well documented  and uses  many  techni-
cally indefensible input parameters.

A.9.   Response;   EPA has  reviewed  and approved SFPRC's
watershed modeling results.   As noted above,  EPA does  not agree
with SFPRC's  assessment of EPA's  watershed modeling results.
The published  data referred to in  the above   comment is  subject
to the sane uncertainty as all other asbestos data  (see Appen-
dix 1 of the ROD for  a aore detailed discussion).

A.10.  Commentt  SFPRC does not completely understand  nor agree
with EPA's methodology  for calculating asbestos concentrations
in the Aqueduct.   For  at  least two parameters,  EPA's  assump-
tions are not accurate.   First,  EPA's model assumed  that the
natural  serpentine soils contain  1% asbestos,  whereas  SFPRC's
laboratories  actually  measured  asbestos  concentrations  of 85%
in samples of these soils.   (See  Comment 4-1 in our  September
16, 1988, letter to EPA.)  In addition,  EPA used rainfall data
which substantially underestimated the precipitation  intensity
duration expected in  the vicinity of the Site.   (See  Comment
4.2 in our letter to  EPA dated September  16,  1988.)

Consequently,   EPA's  original  model assumptions underestimate
the amount of asbestos potentially eroded from the area of the
Atlas and Coalinga Sites.   This effect is demonstrated in Table
6-8 of Draft  PHE, which presents  predicted  asbestos concentra-
tions in the  California Aqueduct, based on EPA's and  SFPRC's
watershed models.  EPA's model estimates that serpentine soils
contribute  one million fibers per  liter  (MFL), whereas our
model estimates  that  this  source contributes 38.2  MFL to the
Aqueduct.   Similarly,  EPA's model estimates that  the entire
subbasin contributes  12 MFL to the  Aqueduct, whereas  our model
estimates that the subbasin contributes 39 MFL.
                             10

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A. 10.  Response:  in addition to problems  with  the  accuracy and
precision of  asbestos  analytical  methods  for measuring 'soils,
the discrepancy between EPA's and SFPRC's results  for asbestos
concentration  in  the '.- serpentinite . soils  can  be  explained  in
part as  a result of  sample  variation.    As  noted in Response
A. 9, above,  EPA has  determined that for the  purposes  of the
PHE,  there  is  relatively  good agreement between the two
watershed models, despite  the major  conceptual  and  mathematical
differences between them.

A. 11.  Comment:  SFPRC disagrees with the Proposed Plan's  sum-
mary of the Remedial Investigation results.   The first sentence
->f t-be ««cond  paragraph of the Proposed Plan's "Investigation
Results"  section on page 3 reads as though that statement is a
fact:  "High winds and driving vehicles  over  the area can  cause
the asbestos to be released into the air."  However, the state-
ment is not based upon scientific or factual data and is  not a
conclusion  reached  by  SFPRC   in  the  Remedial
Investigation/Feasibility  Study.  Instead,  this  is a specula-
tive  conclusion  drawn by  EPA.    The  statement should  be
clarified to  indicate  that it  is  an estimate made by S?A, net
fact determined through the  Remedial  Investigation/ Feasibility
Study.   EPA's description of  the  "protective crust"  on the
tailings  pile should indicate that EPA has estimated that  winds
of sufficient force to cause  airborne emissions of  asbestos oc-
cur for only two hours per year.

A. 11.  Response:  The comment is confusing because  it indicates
that the  quoted statement contains  an  estimate,   although  it
plainly does  not.   Air dispersion  modeling by the California
Department of  Health  Services  found that disturbances of  soil
by motorized  vehicles and  winds that  exceed the threshold
velocity  can cause airborne asbestos emissions.   The Proposed
Plan does  not specify that  any particular  period of  time  or
amount of asbestos  may be released.  The RI documents  an es-
timate of two hours  per year  of  wind  sufficient to cause
visible emissions.   In addition, vehicles  do  have access to the
JM Mill Site.  Therefore,  the statement  in the  Proposed  Plan  is
accurate.
A. 12.  qpffiflient *  Thermal destruction does not "chemically  fix"
asbestos materials as indicated.  A better description of  this
process would be that thermal destruction "destroys1*  or "fuses"
the asbestos.  In the chart on page  4  of the  Proposed Plan,  the
name for Alternative  9  should be "Thermal Destruction"  rather
than J»Vitrification."

A. 12.  Response ;  The ROD  describes Alternative 9 as "Soil Fu-
sion Using Thermal Treatment".   Alternative  9 would  result  in
the  fusion of the asbestos tailings into  a glass like  sub-
stance.

A. 13.  Comment:  SFPRC supports EPA's selection of  Alternative
5  as the  preferred  remedy  and  recommends   its  implementation

                              11

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without delay.   SFPRC finds that the Proposed Plan  contains  a
number of inaccuracies which SFPRC recommends that EPA correct.
Attached to this letter is a copy of the Proposed Plan contain-
ing  SFPRC 's  handwritten suggested  changes  to implement  these
recommendations.

A. 13.   Response;  The substance  of SFPRC's  comments on  the
Proposed Plan are responded to in this document.

B.  COMMENTS BY MARMAC RESOURCE COMPANY/MARECO ("MARMAC")
          *
B.I   Letter  from Carla J.  Feldman  of Shield &  Smith,  counsel
for Marmac,  d^t^d Jur.e 25,  199C.
                                              »
B.I.   Comment;   The FS, at  Chapter 1,  page 2,  section  1.3
states  that  Marmac  transported  "asbestos-containing  chromite
ore11 to the  Site.   It  should  be noted that chromite  ore  does
not contain asbestos,  rather,  serpentine  is  typically found in
conjunction with chronite ore.

3.1.  Response;  The chromite ore mined in the New Idria Forma-
tion  contains  significant  amounts  of chrysotile asbestos  be-
cause the serpentine matrix in which the chromite is found con-
tains  high concentrations  of that type of asbestos.    EPA
analyzed samples of chromite ore transported from the  JM  Mill
Site  to  Marmac 's warehouse  in the  City  of  Coalinga  and  con-
firmed the presence of asbestos.
B.2. gQiMif n*; ;   Marmac cites a number  of statements in  the  FS
which they believe  are inaccurate.   These statements  are sum-
marized as follows:

     1)    Marmac is believed  to have  excavated two  retention
ponds in  the  eastern  fork tailings pile to trap surface water
for use in Marmac 's  milling operation.

     2)   Marmac discharged chromite tailings as a  water  slurry
to  a series  of  additional  settling ponds  located on the
southern portion of the Site.  After the solids settled  out  of
the water, the water was reused for processing  more ore and the
ponds eventually became filled with chromite mill tailings.

     3)    Marmac is  believed to  have conducted milling  opera-
tions at the Site for about two years.

     4)    Chromite ore  was reportedly mined from a  5-acre por-
tion of the Site known as the Railroad  Mine.

B.2.  Response;   None of the statements which Marmac  disputes
are  relevant  to EPA's remedy selection.   They appear  in the
Site Description and History Section of  the FS.  Because these
statements are  only  potentially relevant to  future  disputes
concerning liability,  EPA will  not respond to Marmac 's  objec-
tions to these statements at this time.

                             12

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B.3.   Comment:   Marmac  requests  confirmation in  writing that
asbestos  is  the  only chemical of concern at  the JM  Mill Site,
that metal concentrations are within the range of naturally oc-
curring  soil concentrations  and  that  the  presence of  metals
will not be considered a human health concern at the JM Mill
Site.

B.3.  Response;  EPA has determined  that  metals  are  not  a con-
taminant  of  concern at  the JM Mill  Site and that  the  metals
present were within the range of naturally  occurring soil con-
centrations.  The PHE, which  is appended  to the  RI,  provides a
discussion of metals  concentrations  and their effect  on human
health and the environment.

B.4.   Comment ;   Marmac  comments  that Alternative 3,  with the
addition of grading to stabilize the tailings pile, would be as
protective as  the  preferred alternative  and would  cost less.
Therefore a  modified Alternative  3 should be considered  as the
selected remedy.

B.4.  Response:  EPA has determined that the selected rsnedy,
which utilizes  a combination of stream  diversions,  sediment
trapping dams and grading,  is the most cost effective  way to
minimize the release of asbestos downstream of the JM Mill Area
via  Pine Canyon  Creek.  Alternative 3 plus  grading would not
mitigate the release of asbestos into Pine Canyon Creek because
the  existing sediment  trapping  dam  could be  breached  during a
heavy flood, leading to the transport of significant amounts of
asbestos.  The fact that catastrophic floods do not occur often
in this  area  is not a rationale for  ignoring  the possibility
of such  flooding.  The existing sediment  trapping  dam  has been
breached at least once since 1980 and very serious flooding oc-
curred in  1969.   Therefore, Alternative  3  plus  grading  is not
protective of human health  for people  living downstream  of the
JM Mill Area.

C.   COMMENTS OF THE  CALIFORNIA DEPARTMENT  OF  HEALTH  SERVICES
("DOHS").

C.I  Letter  from Anthony J. Landis,  chief  of the  Site Mitiga-
tion Unit, dated September 7, 1990.

C.I. qyManti   DOHS stated  that it concurs in the  selected
remedy,  and that the  remedy contains  "appropriate  management
components to  reduce asbestos releases from this site  due to
erosion and man-made air emissions."

C.I.  Response;  EPA notes  that the  comment demonstrates state
acceptance of the remedy.
C.2.   CftimftnV  DOHS stated that  several state  lavs  are con-
sidered by DOHS to be ARARS, including:


                              13

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   California Air Resources Act
   Health and Safety Code,  Div. 26
   Section 39000 et seq.
   17 CCR, Part 3, Chapter 1

   This state act has  identified  asbestos  as  a toxic air  con-
   taminant but has not  established  a  state-wide  ambient  stan-
   dard.   However,  the act  has established an  ambient air
   quality standard for particulate matter  which  is enforced  by
   the Fresno County Air Pollution Control District.  While  it
   is understood that EPA's permit exemption applies, the  sub-
   stantive requirements of this  ambient requirement  should  be
   met by cited federal ARARs.

C.2.  Response!   The  Fresno County Air Pollution  Control  Dis-
trict has  adopted PM 10 as  a particulate  natter  standard  for
Fresno  County,  pursuant  to  delegated authority  under the
California Air  Resources  Act, Health  and  Safety  Code  Section
39000 et.  seq.   This  standard is an ARAR for the Atlas  Mine
Area Operable Unit.   As  noted in the DOHS  ccinnent,  this  stan-
dard will  be  met  by the same  measures  which  will  ensure  that
the  applicable federal  NESHAPs  for asbestos are met (i.e,,
misting measures  during construction  and  access  restrictions
and  other controls  after construction).   The  state's  iden-
tification of asbestos as  a toxic contaminant is not  an  ARAR
because,  as recognized by DOHS, the state has not  promulgated a
standard or  level of  control  for this contaminant.    EPA  has
determined that  compliance with  the  federal  asbestos  NESHAPs
found at 40 C.F.R. § 61.147 and 40 C.F.R. § 61.153 will  provide
adequate protection of public health and the environment.

C.3.  comment:   in identifying ARARs  to EPA,  DOHS also  cited
and stated the following:

   Porter Cologne Water Quality Act
   23 CCR, Chapter 3:   Subchapter 15
   Article 7 - Mining Waste Management
   Section 2570-2574

   This state act contains regulations establishing waste and
   sittt classifications and  wast* management requirements  for
   all mining waste.  While included exemptions for  liners and
   leachate collection appear  appropriate for  this site,  other
   construction standards  which  require accommodation  of  10-
   year,  24-hour  storm runoff controls in design  criteria  for
   drainage and diversion  structures as well  as  100 year  peak
   stream  flow  protection  for all  waste  piles are  applicable
   and relevant and appropriate  for remedial  action at  these
   sites.

C.3.  Response;   For existing units such as the JM Mill  Area, a
determination of what  requirements of Article 7 of  the 23  CCR
should be  complied with must  be made on a case by case basis.
See  Title  23,  Section 2570.    EPA agrees that  the construction

                              14

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standard which requires accommodation of a 100  year peak stream
flow, found at Title  23,  Section 2572(b), is an ARAR  for  this
operable unit.   EPA  also,agrees that the requirement  of  con-
struction standards which require accommodation of  storm runoff
controls in design  criteria  for drainage and  diversion struc-
tures are  ARAR.    However,  after reviewing  Article 7  and  the
other Sections of Title  23  referenced therein, EPA has deter-.
mined that the correct ARAR requires that the construction
standards incorporate storm runoff controls designed to control
a 25-year,  24-hour  storm event, not  a  10-year, 24-hour storm
event.   This  is because the Atlas  Mine Area Operable  Unit  is
classified as a Group A mining waste,  not  a  Group  B mining
waste. See Title 23, Section 2571(b)(l)  and Section 2572(h)(l);
see also,  Title  22, Section 66300  and  Section 66310.    There-
fore, EPA identified as an ARAR  Title 23,  Section 2572(h)(1)(A)
and Section 2572(h)(3).   This  latter Section  incorporates  by
reference Title 23,  Section 2546(d)  and  («) ,  so  the  require-
ments of these two  subsections  are  also ARAR.   They deal  with
measures required to  ensure  the adequacy of the precipitation
and drainage control systems.

C.4.  Comment:   In  identifying ARARs  to the  EPA,  DOHS  also
cited and stated the following:

   California  Hazardous Waste Control Laws
   Health 6 Safety Code, Div.  20, Chapter 6.5
   Section. 25220-25241 et seq. and 22 CCR, Div.  4,
   Chapter 30, Section 66001 «t  seq.

   These laws provide minimum standards  for the determination
   and management of hazardous waste.  Most proposed actions on
   site will  meet  the standards of these laws  or  will be  ex-
   empt.   One aspect  which continues to be  applicable to  and
   recommended for these sites is the deed restriction  and  land
   use constraints for permitted facilities.  At a  minimum,  the
   10 acres of privately held land at  the Atlas  site  and  the
   entire  Coalinga  Mill site  should  be deed restricted  as
   detailed in the  Health 4  Safety Code.   Additionally,   the
   SARA amendments recognize the need for similar institutional
   controls on federal  lands.   Therefore, it is further recom-
   mended that the public lands  with  asbestos  containing soils
   and waste piles be deed restricted also.

   C.4.   Response:  EPA agrees that the substantive portions of
   California Health and Safety Code Section 25232 are an  ARAR
   for this operable unit. Any  requirements  related to notice,
   hearing and other procedural  mechanisms for implementing the
   deed restrictions  do not fall within  the the definition of
   an ARAR; however,  the actual substantive restrictions  con-
   tained in  Section  25232 (a) (1) and  (2)  are an ARAR.   EPA has
   determined that all of the private property at this operable
   unit  should  be  deed  restricted  to prohibit the  uses
   described  in the California  Health and Safety  Code Section
   25232(a)(1) and  (2).   EPA shall determine  the appropriate

                              15

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manner for implementation of this requirement during the en-
forcement  and implementation process  for the  remedial  ac-
tion.

C.5  Comment;  m  identifying ARARs  to  EPA,  DOHS also cited
and stated the following:
     California Drinking Water and Toxic Enforcement Ac
     Health and Safety Code, Div. 20,  Chapter 6.6
     Section 25249.5 et seq
Hazardous V\!
Information I
US EPA Regie
Philadelphia,
     This act sets prohibitions on contaminated drinking
     water with specific carcinogens and reproductive
     toxins.  Asbestos has been identified under this act
     as a carcinogen.  While insufficient design detail
     exists at this time to determine if the discharge
     prohibitions of this lav are applicable, the notice and
     warning requirements are relevant.   This notice and
     warning requirement appears to be met by EPA's public
     participation requirements and application of
     requirements listed in 40 C.F.R. 61.156.

C.5.  Response;  The notice and warning requirements of -his
law would  not be an  ARAR because they  are  not substantive
standards or levels of control.  See CERCLA  Section 121(d),
96 U.S.C.  §  9621(d).   Furthermore,  these requirements only
apply  to  a "person  in the course of doing business" who
knowingly and  intentionally exposes  an individual  to a
covered chemical.  CH&S Code,  § 25249.6.   The operable unit
is an  abandoned mill.  No  business  is or will  be operated
there; therefore, this lav does not apply.

     Furthermore, the exemption in CH&S Code  §  25249.10(c)
would be  applicable  to any releases  expected  to occur from
this operable unit.

     While  DOHS states that   insufficient  detail  exits  to
determine whether the waste discharge prohibition in Health
and Safety Code Chapter 6.6 apply, in fact this requirement
would not  apply,  for  the  reason  that the prohibition only
applies to  "people  in the  course  of doing business."   See
CH&S Code f 25249.5.   As explained above,  no one is or will
be doing business at this abandoned mill site.

     EPA has  also determined  that no part  of this  law  is
relevant and appropriate at this operable unit.
                           16

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