IMttd States
               Environmental Protection
               Agency
              Office of
              Emergency and
              Remedial Response
EPA/ROO/R05-88/060
December 1987
SEPA
Superfund
Record of Decision
                 Pristine, OH

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 30272-101
 REPORT DOCUMENTATION
         PAGE
1. REPORT NO.
         EPA/ROD/R05-88/060
3. Recipient's Accetalon No.
 4. Title and Subtitle
  SUPERFUND RECORD OF  DECISION
  Pristine, OH
  First Remedial Action  - Final
                                                5. Report Date
                                                    12/31/87
 7. Author(s)
                                                                        8. Performing Organization Rept. No.
 9. Performing Organization Name and Address
                                                                        10. Project/Tatk/Work Unit No.
                                                                        11. Contract(C) or GrantCG) No.

                                                                        (0

                                                                        (G)
 12. Sponsoring Organization Name and Address
  U.S.  Environmental Protection Agency
  401  M Street, S.W.
  Washington, D.C.  20460
                                                13. Type of Report & Period Covered

                                                    800/000
                                                14.
 IS. Supplementary Notes
 16. Abstract (Limit: 200 words)
     The  Pristine, Inc.  site is located in southwestern Ohio  in  the City of Reading
   (population 12,843),  a suburb of"Cincinnati.   The site is bordered by residential and
   industrial areas.   Three hundred  feet northeast  of the site  is a residential  trailer
   park.   Eight municipal water supply wells serving the citizens of Reading are located
   approximately 300  feet northwest  of the site.   In 1974, Pristine, Inc. began  liquid
   waste disposal operations at the  site.   Prior  to 1974, the  site was used for  the
   manufacturing of sulfuric acid.   In the spring of 1977, Pristine, Inc. obtained a permit
   to operate a liquid waste incinerator.   In April 1979, as many as 8,000 to  10,000 drums
   and  several hundred thousand gallons of bulk liquids were found onsite consisting of
   acids,  solvents, pesticides, PCBs,  and  other chemicals.  Disposal operations  were
   ordered to shut down  in September  1981, in accordance with  a partial consent  order with
   the  State of Ohio.   From June 1980  to November 1983, much of the onsite waste was
   removed in accordance  with a Consent Decree between Pristine,  Inc. and the  Ohio EPA.
  Wastes  stored and  subsequently removed  from the  site during  this period included paint
   sludges,  lab packs,  flammable solvents, cyanide  wastes, pesticides, chlorinated solvent
   sludge,  DDT, "neutralized" acid sludge, PCB-contaminated soils,  incinerator ash, and
   solvent/sludge mixtures.  Between  March 1984 and July 1984,  soil and waste  removal  •
   (See Attached Sheet)
 17. Document Analysis  a. Descriptors
  Record of  Decision
  Pristine,  OH
  First Remedial Action  -  Final
  Contaminated Media:  gw,  sediments,  soil, sw
  Key Contaminants:   benzene, inorganics,  metals,  organics, PCE,  pesticides, VOCs
   b. Idontlfiers/Open-Ended Terms       '-31             -a              r
   c. COSATI Field/Group
 18. Availability Statement
                                                         19. Security Class (This Report)
                                                              None
                                                         20. Security Class (This Page)
                                                              None
                                                          21. No. of Pages
                                                               74
                                                                                   22. Price..
(See ANSI-239.18)
                                         See Instructions on Reverse
                                                         OPTIONAL FORM 272 (4-77)
                                                         (Formerly NTIS-35)
                                                         Department of Commerce

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 PA/ROD/R05-88/060
--ristine, OH
First Remedial Action - Final

16.  ABSTRACT (continued)
activities addressing immediate hazardous site conditions were performed by some of the
PRPs.  These activities did not address the long-term risks associated with the site.
The results of the RI/FS indicated that over 90 compounds were detected in the soil,
ground water, surface water, and sediments including:  VOCs (PCE, TCE, benzene),
organics, inorganics (metals), and pesticides (dioxin in soils and sediments only).

   The selected remedial action for this site includes:  excavation and onsite
consolidation of 1,725 yd3 of contaminated soils and sediments with in-situ
vitrification of an average of 37,700 yd3 (average of 10 feet across the entire
2.2-acre site) of contaminated soils and sediments followed by putting a vegetative soil
cover over the vitrified mass; ground water extraction and treatment using air stripping
with carbon off-gas and offsite discharge to a creek; decontamination, demolition, and
offsite disposal of all onsite structures in a non-RCRA landfill; installation of a
french drain; and implementation of deed and access restrictions.  The estimated present
worth cost for this remedial action is ^17,094,000 with annual O&M of $94,800.

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                              FOR THE RECORD OF DECISION
                           PRISTINE, INC. SITE
                              READING,  CHIO
PURPOSE
This decision document represents the selected remedial action for the
Pristine, Inc. site in Reading, Ohio.  It was developed in accordance with
the Comprehensive Environmental Response, Compensation, and Liability Act
of 1980  (CERCLA) , as amended by the Superfund Amendments and
Reauthorization Act of 1986 (SARA) , and to the extent practicable, the
National Contingency Plan  (40 CFR Part 300).

The State of Ohio has been consulted on the selected remedy and has
indicated that a letter of concurrence is forthcoming.
The selection of remedy is based upon the Pristine, Inc. Site •
Administrative Record.  The attached index identifies the items which
comprise this record.
DESCRIPTION OF .^FT.nTTTp REMFDY

This final source control remedial action consists of the following:

     Excavation and onsite consolidation of 1,725 cubic yards of sediment
     and soil ;

     In-situ vitrification to an average depth of ten feet across the
      site;

     Installation of a french drain along the eastern site boundary;

     Extraction of groundwater from the lower outwash lens/lower aquifer .
      using at least one extraction well;

     On-site treatment of groundwater using air stripper with discharge to
     Mill Creek;

     Decontamination of structures followed by removal and disposal at a
      solid waste landfill; and

     Access and deed restrictions, and groundwater monitoring.

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The selected remedy is protective of human health and the environment,
attains Federal and State requirements that are applicable or relevant and
appropriate, and is cost-effective.  As mandated by CEBCLA as amended by
SARA, the remedy satisfies the preference for treatment that reduces
toxicity, mobility, or volume as a principal element.  Finally, I have
determined that this remedy utilizes permanent solutions and alternative
treatment technologies to the maximum extent practicable.
Date
Valdas V.
Regional Admi,
U.S. EPA,

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                         OF REMEDIAL ALTERNATIVE SELECTION
                               PRISTINE,  INC.
                               READING, OHIO
SITE LOCATION AND DESCRIPTION

The Pristine, Inc. site is located in southwestern Ohio in the City of
Reading (population 12,843), a suburb of Cincinnati.  The site occupies
approximately two acres in the northeast quarter of Secrion 33, Township 4,
Range l in Hamilton County, Ohio (Figure 1).  The site is bordered by
residential and industrial areas (Figure 2).  Cincinnati Drum Service,
directly west of the site, cleans, reclaims, and recycles steel drums.
Carstab Corporation, directly south of the site, manufactures synthetic
stabilizers and plasticizers.  The immediate eastern limit of the site is
bordered by Conrail Railroad right-of-way.  Three hundred feet northeast of
the site, beyond the railroad, is a residential trailer park.  The land to
the north is owned by the City of Reading.  Eight municipal water supply
wells serving the citizens of Reading are located approximately 300 feet __
northwest of the site.

Mill Creek flows from north to south approximately 600 feet west of the
site.  The creek is not used as a drinking water source or for recreational
purposes although intermittent fishing in the creek has been observed.  It
discharges to the Ohio River 14 miles downstream.  The average yearly
precipitation is approximately 40 inches.  Approximately six inches is
accounted for by recharge to groundwater flow systems.

The Pristine, Inc. site is situated over the buried valley of the Deep
Stage Cincinnati River, a glacial-aged river fed by meltwater that eroded
several hundred feet into shale and limestone bedrock.  Outwash and other
glacially derived sediments, which are about 180 feet thick in the vicinity
of the site, were subsequently deposited in this valley.  The Pristine,
Inc. site is situated on a low terrace that is about ten feet higher than
the flcodplain of Mill Creek, which now drains the valley.  The edge of
this terrace is marked by an escarpment which coincides with the western
border of the site.  The Pristine, Inc. site is not located within the 100
year flood plain, or in a wetlands area.

The site geology consists of five distinct soil units (Figure 3), fill,
upper lake sediment glacial till, lower lake sediment, and lower outwash
deposits.  There are two aquifers under the site.  The upper aquifer lies
within the upper lake sediments and the lower aquifer lies within the lower
outwash deposits.  Within the upper lake sediments, there are three lenses
that are interconnected; the upper, middle, and lower lenses.  The upper
aquifer consists of three perched water systems flowing within the lenses
in different directions moving downward through the till to the lower
aquifer (Figure 4).  At the eastern edge of the site, the upper aquifer
system lies directly on top of the lower aquifer.

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The lower aquifer is the source for the regional water supply.  The natural
regional groundwater flow in the Mill Creek Valley is southward,
discharging at the Ohio River.  However, groundwater conditions in the
lower aquifer system are now controlled by withdrawal for municipal and
industrial water supplies and recharge.  The groundwater in the lower
aquifer under the Pristine, Inc. site is now flowing to the northwest in
the direction of the municipal wellfield.  The estimated flow velocity in
the top 15 feet of the lower aquifer is 2.2 feet per year.

Although several industrial wells are presently being used, there are no
domestic wells identified in the area of the Pristine, Inc. site.  All
potable water is obtained from the Reading municipal system.

SITE HISTORY

Previous Activities

Pristine, Inc. began liquid waste disposal operations at the site in
November 1974.  Prior to this, the site had been used for the manufacturing
of sulfuric acid.  In the Spring of 1977, Pristine, Inc. obtained a permit
to operate a liquid waste incinerator.  In April 1979, as many as 8,000 to
10,000 drums and several hundred thousand gallons of bulk liquids were on
site, consisting of acids, solvents, pesticides, PCBs and other chemicals*.
Disposal operations were ordered shut down in September 1981, in accord
with a partial consent order with the State of Ohio.  In August 1982, the
Hazard Ranking System (HRS) was used to score the site.  In accordance with
procedures established under Subpart F, Section 300.66 of the National Oil
and Hazardous Substances Pollution Contingency Plan (NCP), the Pristine,
Inc. site was added to the National Priorities List (NPL) in December 1982
with a score of 35.25.

From June 1980 to November 1983, much of the waste at the site was removed
in accordance with a consent decree between Pristine, Inc. and the Ohio
EPA.  Some of the wastes stored and subsequently removed from the site
during this period included paint sludges, lab packs, flammable solvents,
cyanide wastes, pesticides, chlorinated solvent sludge, DDT, "neutralized"
acid sludge, PCB-contaminated soils, incinerator ash, and solvent/sludge
mixtures.  Between March 1984 and July 1984, soil and waste removal
activities were performed by some of the potentially responsible parties
(PRP) under the authority of a Comprehensive Environmental Response,
Compensation, and Liability Act (CERCLA) {106(a) administrative order.  The
cleanup activities undertaken between 1980 and 1984 addressed immediately
hazardous site conditions.  The activities did not, however, address the
long term risks associated with the site.

Current Site Status

In May 1985, a field Remedial Investigation  (RI) was initiated to define
the magnitude and extent of contamination at the site and characterize the
potential threats to public health and the environment.  The types of
samples taken and their locations are shown  in Figure 5.   The first

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D
 "R
 Caratab
  Corp.
                                     Cincinnati Drum
                                      Service. Inc
                              Municipal
                                WoN
                                Field
                                 O
                                                                             A
                                                                             A
             r«_.
              AX ^J~ ™~~
                                  Pristine. Inc.
                                     SHe
                                                 4£

                                                  a\
                                                            O
               O

               *
Municipal
Fly-Ash
Disposal
                              =3 I     j      	
                              o'-i!:*   .
-1
45'


 f
                                                                                 On-SIt*
                                                                                  Pond
         LCQCNO

 • *OIL aOMIHO

 ^  aaOUNOWATBM

 A  SURFACE WATER

 0  SEDIMENT SAMPLES

	SITE  BOUNDARY
                                 • OIL TRENCH SAMPLES

                                 STORMWATER SAMPLES

                                 SURFACE SOIL SAMPLES

                                 INCINERATOR RESIDUE
                                 SAMPLES
         Trailer Park
|conr*N Track* Approximated
to Show Monitoring *•• LocaMona
                                          FIG'

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phase of the RI was completed in September 1985 and the RI Report was
issued in July 1986.

In Summer of 1986, several data gaps were identified and a second phase of
RI fieldwork was planned.  However, because site access was not obtained
until May 1987, the second phase of fieldwork was not completed until
August 1987.  The results of the Phase II RI are described in the Addendum
to the RI dated December 28, 1987.  The Feasibility Study (FS) was
completed in November 1987.  The FS documents in detail the process
followed to develop alternatives and recommend a remedial action for the
Pristine, Inc. site.

Site Qif? rasterization

The results of the RI/FS indicate that over 90 compounds were detected in
the groundwater, soil, sediment, and surface water.  These compounds are
listed in Table 1.  Concentration ranges are displayed for each indicator
chemical in Table 2.  (Indicator chemicals will be discussed in the summary
of the Public Health Evaluation [PHE].)  The following sections will
address each area of concern.

1. Groundvater

Groundwater in the upper aquifer is contaminated primarily with volatile
organic compounds (VDCs) such as benzene, vinyl chloride, tetrachloroethene
(PCE), and 1,2-dichloroethane.  Semi-volatile compounds  (semi-VDCs) and
pesticide compounds occurred in relatively lower concentrations.  The lower
aquifer is contaminated with benzene and 1,2-dichloroethane.  There are
also elevated levels of lead and fluoride.

Low levels of some of the above mentioned VDCs were detected in the Reading
municipal wells.  The Agency for Toxic Substances and Disease Registry
(ATSDR) reviewed the data and concluded that the presence of the trace
levels of VOCs does not present an immediate health concern.  However, the
presence of VDCs the water indicates that the groundwater quality in the
vicinity is compromised and continued monitoring is recommended.

Ingestion of contaminated site groundwater represents a risk ranging from
10"1 to 10~4 excess lifetime cancer risk under worst-case and most probable
scenarios.  Excess  lifetime cancer risk is the incremental increase in the
probability of developing cancer over the background probability (i.e., if
no exposure to site contaminants occurred).  For example, a 1 x 10~6 excess
lifetime cancer risk means that for every one million people exposed to the
carcinogen, the average incidence of cancer is increased by one extra case
of cancer in a 70 year lifetime.

2. Soil and Sediment

Sediment from the drainage ditches and soil in the upper two feet of the
site are contaminated with a variety of VDCs, semi-VOCs, and pesticides.
Principal contaminants in surface soils are benzene, dieldrin, and DDT.

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                                               TABLE     1

                   CHEMICALS  DETECTED AT  THE  PRISTINE  INC.  SITE
                               AND  THEIR  TOXICITY CONSTANTS
                       (CAS  NC.)
WATER
                                                   UTS?./: is
                                                           CO:.™A;:
                              SOIL rc.x:::rc co:r:TA.-.7
                                      KG,-?:
                                                                          CAP:::;OC::  CA?C::IOCZ:.-
A: ^-r..:- 09 -00-2 '
  l.BOf-OC
                                                                             9.XI-CS
AT— i in? ' £2-io-3 )

Arser. : c ', 74AT- 35- 2 )
3t.-;.r-v7ii:-3r-3;
3eT.ze-e'.-:-s?-2)
3e.-.:: ! a ) a-.rvacene ( 56-£5- 3 )
Be-.:; ! ?. ^vrene • 5C-32-5 1
So-.ic •: ; ( f: jfra-.tnen- : 205-99-2 )
Be-.zs > K ' n jorar.wsr-- • 2C7-O8-S )
                    ,

r:s- 2-c-.:=roet.ki5r.> i-etftane • 111-9:-: )
^:s ! 2-«vrvr>ervl Jr-t.-ALate 1 117-s:-7 )
2-3utar.3r.e-: 75-93-3)
S-r/l =*-.-•! ar.tia: ate (85-68-7)
            ; 7S-OC- 3 )
CMcrcforr , 67-66-3!
^—r-.l sro-3-neiiy larv-ncl : £9-50-7 )
2-7M2roctr.vl  %-r.vl swervll'i-75-8)
1 , <-Ci5Maro6«rjene ( 95-5O-1 )
i.a-:ic!".ioroSer.zene(106~«6-7)
I . l-Sis.»Joroet'an«( 75-34.3)
: ,2-SlsMoroet.lane (107-06-2)
1 . l-:i iM oroethylen* ( 75-35- « )
trans- 1 . 2-Di tfvloroewylene ( 1 56-60-5 )
Die.Morone thane (75-O9-2)
1.2-:icr.:orc=roo«ne(7B-B7-5)
 2 . *-:inet.7ylshenol ( 105-67-9 )
 "i-n-ocr/1 pntrtal ate (117-84-0)
 4 ,6-wir.: tro-t-netrylphenol ! 534-52-1 )
             i.sor-oi
             4.0SI-OC
  7.43I-C3   1.17Z-C1
  6.00I-C1
  1.43T-C1   2.671^1
  5.71X-02
                                              1.43E-C1
                                              2.86i-03
                                              l.OSI-01
                                              1.60E-01
  6.57E-03
  1.31E-01
                                               3.711*00
             7.751^3

             4.45-^X
             4.24E-C1

             1.43E-C1
                                                         7.14E-01
3.B1T-02
5.19i-C2
5.19E-C2
2.581^)2
1.76E-C2
3.71E-01
5.291-02
9.2OE-04
l.OOE-01
                                                         2.67I-0-S
             6.531^)0
                    1. 851-04   9. XI -04
                              2.04Z-04
                    3.711-::?   s.Eii-oe
.14E
                                                                             1.19E-C4
                    2.B5E-06
                                7.141-06
                                1.43Z-07
                                S.43Z-06
                                e.ooz-06
                                3.29E-07
                                                                             1.86E-04
                              1.33I-C3
                              3.E7i-C7

                              2.23Z-CX
                              2.121-05

                              7.141-06
         1.9QT-D6
         2.60E-06
         2.601-06
         1.291-06
         B.BOi-07
         1.B6E-O5
         2.65E-06
         4.60I-OO
         5.00E-06

         1.34E-OS
                                           3.271-04

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                                 TABLE     1  (CONTINUED)
                        (CAT- :c.)
                                              WATTH TOXJCTTY COrCT
                                                     UTEP/7C
                                                             rci;
CAWCTNDC3)
                               SOIL TOXItnTY CO!CT*:!T
                                POTS.T1A1.     WON
5: '..".y : rx-.r.-n - '. : X— « 1 -a )
r: uorv.tMeie '. ?O6-4A-0 )
Ke— -r.Mor'v 76-44-8 )
alrv— (e.x«.-.lorocyclonexane  (HCH)  (319-84-6)
b*: a-; CM  (319-85-7)
crlta-HTH  (3:9-86-3)
CTT-.--(HCM) Undane  (58-19-9)
                 ( 67-72-1 )
                       (193-39-5 )
          '. 7429-96-5 )
"^rcurvi 7429-97-6)
2- :«-.-.virjE-.-.r-Alene ( 91-57-6 )
                 or)e; 133-10-1)
A-' > '.-.:• 1 r ne-.: 1 : 1 C6-44- 5 )
."iar-.Vjiiens •. 91-2O-3 )
:::troscr.:e^e! 93-95-3)
2-:.'itr=5.-«ncl ! OS-75-5 )
n-::itrcsexii:nerry:«r.i.i*!B6-3C-6!
Pw.tarr^srcrr.er.ci ( 67-56-5 )
   ns-.t^rsrie ( S5-C1-8 )
 Pyrr-.e! 129-00-0)
 Sr/r-r.e
 1 , 1 .2. 2-7etrac.lloroet.-.ane(79-34-S)
                       7-18-4)
 Tin (74^0-31-5)
 Toluene (10C-e8-3)
 Tctai  PC2s
 Totad  xylenes
 1 . 2 . 4-TrlchlorDaenzene ( 120-82-1 )
 1 . 1 . l-Tr-.cMoroc wane ( 71-55-6 )
 1 . 1 .2-TricnJ.oroet?«ne(79-OO-5)
 Tri=nlorsetnylene(79-01-6)
 1, 4 . G-Tr;crUoro?r>enol ( 88-06-2 )
 VarATi'X'.: 7440-62-2)
 Vinyl  «eetite( 108-05-4)
  1.06E«OC
  8.57E-03
  5.14E-03
  2.29E-03
                                                4.571-03
             6.021-01

             1.10E-C2
  1.03EWX
  6.03£«00
  4.86E-02

  4.86r-02
  7.7H-03   6.62T-03
                                                           8.93T-01
                                                           5.97T-OC
                                                           4.25EXX
             1.00E-C1

             1.05E«02
             2.00E01

  4.86E-02   4.55E-01
  5.14E-03   9.62E-03
5.2CE-C3


2.14E-01
7.33Z-04

1.0SE*00

1.431-01

8.771-02
1.07T-01
                               3.011-05

                               E.52I--7
                    2.43E-06

                    2.431-06
                    3.S6E-07   3.311-07
                               9.21Z-0*



                               2i=ii-04

                               2.131-54





                               5.C2I-06

                               5.261-03
                               1.301-03

                    2.43E-06   2.271-05
                    2.57E-07   4.S1T-C7
5.29E-05
                                            2.60E-C7
           1.071-05
           3.67E-08
4.29E-O7
2.57E-07   5.26E-05
1.14E-07
           7.14E-06

2.29E-07   4.39E-06
           5.331-06
1CTT:    Sciertific notation (such u 2E-06) is • ahortnand ««y of indicating deeinal places.
         (I.e., tne size of • nurocr).  A negative exponent indicates tnat tne decinal
         should be roved tne specified n\i*er of places to tne left  (I.e., 2.41-03 « 0.0024).
         wf.lle a positive exponent indicates tne rvrfcer of places we decimal snould be
         novei to tne ng".t (I.e.. 2.4E»03 - 2.400).

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                                                        TABLE  2
                                 RANGE Of CHEMICAL CONSTITUENTS DETECTED AT PRISTINE,  INC. IN PPB
CHENICAl
CONSTITUENTS
Organic Conpocnds
VINYL CHLORIDE
IE IRACHIOROE THINE
BENZENE
1.? DICHIOROEIMANE
PHENOL
BEN/0(a)PYRENE
DIELDRIN
4.4' DDE
4.4- ODD
4. 4' -DDT
Inorganic Compounds
CADMIUM
flOURlOE
LEAD
MERCURY
SOIL AREA
SAMPLES
(Surface)

0
0 120.000
0
0 110
0-11.900
0 640
0 1.500
0 3.000
0 2.400
0 10.000

0 51.000
202.000 470,000
21.000 4,000.000
0 8,200
SOU IRENCH
SAMPLES
(Subsurface)

0
0
0 1.200
0 3.500
410 6.200
0 200
0
0
0
0

0
NA
10, 000 -77. 000
0 160
SOU BORING
SAMPLES
(Subsurface)

0
0 4)0
0 27,000
0 57,000
0 18,000
0
0 74
0 170
0 2,100
0 18.000

0 8.500
0 476.000
0 258.000
0 980
MONITORING
(Upper
Aquifer)

0 830
0 7,500
0 34,000
0 150,000
0 4,500
0
0
0
0 0.14
0

0 39
170-27.000
0 178
0 0.44
UELL SAMPLES
lower
A
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2,3,7,8-TCDD (dioxin) and 17 dioxin and furan isomers were found in the
surface soil around the incinerator and in the ash in the part per trillion
range. (2,3,7,8-TCDD was also found in the laboratory blank.)  Several of
these isomers were detected offsite in the area of the Reading wellf ield.
This contamination does not appear to be from the Pristine, Inc. site.  The
dioxin and furan compounds found onsite were strictly associated with the
ash from around the area of the incinerator and were found no place else.
The source of these compounds in the vicinity of the wellf ield is unknown.

Subsurface soil contained VOCs [benzene and tetrachloroethene, 1,2-
dichloroethane and trichloroethene (TCE)].  Several of these contaminants
were found at a depth of 14 feet.  There were also elevated levels of
cadmium, lead, mercury and zinc.

Contact with and incidental ingestion of the contaminated soil constitutes
a hazard of 10~4 to 1CT6 excess lifetime cancer risk.  Exposure to the
dioxins and furans will increase the incremental excess lifetime cancer
risk by 2 X 1CT6 to 1 X 10~8.

If the site soils are disturbed (in absence of any remediation) volatiliza-
tion of organic chemicals will occur and the excess lifetime cancer risk
will increase via inhalation.

3. Surface Water

Surface water was contaminated with VDCs, semi -VDCs and pesticides (1,2-
dichloroethane , phenol, and DOT).  There were also elevated levels of
inorganic compounds (cadmium, chromium, and mercury).

The potential risk posed by inhalation or skin contact  with these levels
of contaminants is low (less than 10~6 excess lifetime cancer risk) using
the assumptions in the PHE.

        Pf ppyrc HEALTH EVALUATICN
A baseline public health evaluation  (PHE) was performed as part of the RI
to evaluate the potential risk to public health and the environment
associated with the releases or potential releases of hazardous substances
from the Pristine, Inc. site.

The PHE describes the selection of indicator chemicals, i.e. , the subset of
chemicals detected at -Pristine, Inc. , that will be used in the risk
assessment.  The PHE evaluates the potential for risk from the site and the
surrounding area, both now and in the future, assuming that current use
patterns remain unchanged, and the risks posed by the site in the future if
the site and surrounding areas are redeveloped or otherwise reused.  The
exposure pathways, which delineate the possible routes by which exposure
could occur, the estimated concentration of the contaminants at the
exposure points, and the potential effect of exposure via each of the
potential pathways were discussed.

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Data presented in the RI report indicated that over 90 chemicals nave been
detected at Pristine, Inc., in groundwater, surface water, storm water,
surface and subsurface soils, and sediments.  Because of the large number
of chemicals, it was necessary to select a manageable subset for use in the
risk assessment.  The methodology used to select this subset was done in
accordance with the Superfund Public Health Evaluation Manual (U.S. EFA
1986).  The chemicals selected, called indicator chemicals, are chosen so
that they represent the most toxic, mobile, and persistent chemicals at the
site, as well as those present in the largest amounts (i.e., the "highest
risk" chemicals).  The indicator chemicals provide a basis to evaluate the
threat to human health, welfare, and the environment from the site.  The
selected indicator chemicals are shown in Table 2.

A "current use" risk assessment and "future reuse" risk assessment was done
on all complete exposure pathways using exposure point concentrations of
the indicator chemicals.  A pathway is considered complete if all the
following elements are present: (Da source and mechanism of chemical
release to the environment,  (2) an environmental transport medium for the
released chemical,  (3) a point of potential exposure by the receptor with
the contaminated medium, and (4) a route of exposure.  The current use
potential exposure pathways included dermal contact and incidental
ingestion of the soil, ingestion of the groundwater contribution from
Pristine, Inc. to the Reading water supply wells sometime in the future,
and inhalation of dust and of volatile chemicals emitted from soils and
surface water. Although groundwater contamination is presently migrating
from the site, the magnitude and extent of offsite contamination from the
site has not been determined.  Therefore, assumptions were made regarding
the migration.   Included in the groundwater exposure pathway was
consideration of future contaminant migration from the site.  The potential
pathways considered if the site was reused were exposure via ingestion of
groundwater on the site and dermal contact and incidental ingestion of
water in Mill Creek that had been contaminated by storm water runoff.
Table 3 summarizes the exposure pathways considered in the PHE.   Also
included in the table are potentially exposed populations, factors
affecting exposure, and the likelihood exposure could occur.

The excess lifetime cancer risk level for each complete exposure pathway is
listed in Table 4. Current conditions at the site pose a relatively low
hazard via the inhalation route.  Contact with the contaminated soil
constitutes a hazard assuming the length of exposure is on the order of
several years and occurs for several hours a day during good weather as
appears likely at this site under current use conditions.  Ingestion of
groundwater appears to be the exposure pathway that poses the greatest risk
in that  (1) groundwater contamination is considered  likely to occur at the
Reading wellfield in the future if current pumping rates at this wellfield
remain constant and (2) groundwater at the site would pose risks to future
potential users.

For complete details, Chapter 5 of the Remedial Investigation should be
consulted  (July 1986, Camp, Dresser.and McKee, Inc.).

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                                           TABLE 3
                    POTENTIAL EXPOSURE PATHWAYS FOR THE  PRISTINE SITE
                      AND SURROUNDING ARRA UNDER CURRENT CONDITIONS
Exposure
Mod ium
Release
Mechanism
Exposure Point/
Exposed Population
Potential Expo-
sure Route
Pathway
Complete?
Soil
Air
Groundwater
Sur face
water
Contact with con-
taminated surface
soil

Volat i1i zation
from contaminated
surface soil and
water, generation
of dust

Contamination of
drinking water
wells

Contamination of
surface water via
surface runoff
from site or
drainage ditches
Humans entering the
si te
Humans entering or
living near the site
Community serviced by
the water supply
Surface ponds, ditches,
and streams
Dermal contact,
incidental in-
gest ion

Inhalat ion
Yes
Yes
Ingestion, dermal
contact, inhala-
tion

Dermal contact,
ingestion
Yes
No

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                                  Table 4
Potential Carcinogen
Exposure Point    Incremental Lifetime Cancer Risk
                                          Most Probable Case
                                        Worst Case
Benzo(a)pyrene
Dieldrin
Total
Benzene
Vinyl chloride
Tetrachloroethene
Total
Benzene
Vinyl chloride
Tetrachloroethene
Benzo(a)pyrene
Benzene
Dieldrin
Tetrachloroethene
Total
soils; current use:
incidental ingestion
groundwater; current
use; incidental inges-
tion*
groundwater; potential
future use;
incidental ingestion**
surface water and soil
current use; volatilizati
and inhalation
1.6x10-°
1.5x10-°
l.SxlO'6
-.,„*«
l.lxlO'4
2. 2xlO-7
1. IxlO-4
3.1xlO-5
9.2xlO-4
1.9xlO-6
9.5xlO'4
; 4.2X10'10
on 1. 3xlO-9
3.8xlO"16
3.3x10-11
1. 3xlO-9
1.4xlO-fl
3.1x10-*
3.1X10-4
«.fc-^
6.7xlO-3
5.9xlO-5
1.3xlO-2
5.0x10-2
5.4x10-2
5.0x10-4 ,
l.OxlO'1
1.4X10'1'
l.lxlO'7
6.4x10-15
1.3x10-11
l.lxlO-7
*  This scenario assumes a radial percentage (12*) of groundwater from the
Pristine site will  affect the well field using the current pumping rates in
the area.

**  This scenario assumes a private well is installed directly offsite.

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During the active life of the facility, numerous complaints were made by
residents living in an adjacent trailer park and by nearby industry
regarding smoke, odors and general dissatisfaction with the incinerator
operation.  No local citizen group has been formed and there has been
little citizen activity or interest since the facility closed.

A public meeting was held to kick off the RI/FS.  Because the degree of
public interest in this site appeared to be low , U.S. EPA decided that
there was no need for a meeting following the RI.  U.S. EPA met with the
City officials to brief them on the results of the RI and fact sheets were
mailed to all on the mailing list.

A public meeting was held on December 3, 1987 to discuss the public comment
draft FS.  The public comment period was originally established between
November 13 and December 4, 1987.  On November 24, 1987, U.S. EPA, in
response to a request by PRPs, extended the public comment period to
December 11, 1987.  The attached responsiveness summary addresses specific
questions and comments raised at the December 3, 1987 meeting and during
the public comment period.
                                                                         »
ENFORCEMENT

U.S. EPA has identified approximately 150 PRPs for the Pristine, Inc. site.
U.S. EPA identified the PRPs on the basis of Pristine, Inc. records,
governmental records, and responses to information requests submitted
pursuant to Section 104(e) of CERCLA.

CERCLA Section 104(e) information requests were sent to all known PRPs in
1985 and 1986. U.S. EPA has compiled the site records and information
request responses into a transactional data base (TDB).  Also, U.S. EPA
compiled a volumetric ranking of PRPs based on the TDB, and sent the
ranking to the PRPs in November 1987.

A PRP Steering Committee was established in March 1987.  The Steering
Coirmittee and is very active in the enforcement process.  U.S. EPA has held
extensive discussions with the PRP Steering Conmittee and has provided them
with the TDB and other technical information as requested.

On November 23, 1987, Special Notice Letters pursuant to Section 122(e) of
the Superfund Amendments and Reauthorization Act (SARA) of 1986 were sent
to all PRPs.  The deadline for receipt of a "good faith offer" to conduct
the remedial design and remedial action is January 27, 1988.  U.S. EPA is
currently negotiating with the PRPs, giving them the opportunity to conduct
the remedial design and remedial action discussed in this Summary of
Remedial Alternative Selection and the Record of Decision.

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                           Remedial Action Goals

In evaluating the findings of the RI and HE, U.S. EFA developed and
analyzed alternatives in a manner consistent with NCP.  Remedial action
goals were developed based on the results of the RI and FHE.   The general
goal for all environmental media (soil, groundwater, and surface water) is
to provide adequate protection of public health and the environment from
inhalation, adsorption, and ingestion of hazardous substances.  As more
information was obtained, these remedial action goals were refined and more
specifically defined for each environmental medium.

                  Remedial Response Actions/Technologies

Once the remedial action goals were developed, general remedial response
actions, intended to meet the remedial action goals and address the site-
specific characteristics of the contaminated media, were developed.  Then,
a complete array of technologies was identified and screened to produce a
condensed list of applicable remedial technologies that may be suitable for
the control of the contaminated media at the Pristine, Inc. site.

              Assembly and Initial Screening of Alternatives

All applicable remedial technologies were assembled into alternatives to
address the overall contamination at the site.  There were 64 such
alternatives.  These were subjected to an initial screening to reduce the
list of potential remedial action alternatives for detailed analysis.  The
criteria used to screen these assembled alternatives were effectiveness,
implementability, and cost.   Alternative components that were eliminated as
a result of this screening process include off-site incineration,
groundwater treatment at a RCRA or POIW facility, and off-site RCRA
disposal of contamnated structures.  The alternative components that were
carried through to detailed analysis include:

Remediation of soils -

   o    Disposal of soils in off-site RCRA land disposal facility;

   o    Incineration of soils;

   o    Vitrification of soils;

   o    Disposal of soils in an onsite RCRA landfill;


Remediation of groundwater -

   o    Extraction and onsite treatment of groundwater;

Remediation of existing structures -

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                                      8

   o    Decontamination and disposal of structures in an offsite
        solid waste landfill.

   o    Demolition and disposal of structures onsite.

These seven components made up the alternative array that was further
developed during the detailed analysis.

              Detailed Description of Assembled Alternatives

Prior to the description of the assembled alternatives, the basis for the
remediation of contaminated media will be discussed.  This includes:
quantities of soil to be remediated, the volume of groundwater to be
extracted, the extraction methods to be used, and time to implement the
cleanup of the groundwater.

Soil Analysis

The soil analysis assessed the vertical and horizontal distribution of soil
contaminants and the relative risk associated with the contaminants.   The
soil analysis, using the information produced in the PHE, determined the
methods used to derive target soil concentrations associated with a target
risk due to direct contact and the acceptable residual levels of chemicals
in the soils.

The RI revealed that a large number of contaminants were present in the
surface soils, trenches, and soil borings.  As part of the FHE, a subset of
these chemicals (indicator chemicals) were selected to evaluate the
potential risks to human health from the Pristine, Inc. site.  The
Superfund Public Health Evaluation Manual (EPA 1986) recommends the re-
evaluation of the indicator chemicals for the FS to ensure that all classes
of chemicals are considered and can therefore be evaluated as to the
applicability of the remedial options considered.  Additionally, the manual
advises that the initial focus of the evaluation be on the potential
carcinogens since they will generally drive the final design.

In this case, 11 compounds were chosen based on frequency, concentration
and potential threat.  The 11 compounds were aldrin, benzene, chloroform,
DDT, 1,2-dichloroethane, 1,1-Dichlorethene, dieldrin, PAHs, 2,3,7,8-TCDD
(Dioxin), tetrachloroethene, and trichloroethene.

Based on these 11 compounds, and a cumulative target risk level of 10~6,
the resulting apportioned  (individual) target risk level of 9.1 x 10~8 for
each potential carcinogen was calculated.  Once the target intake was
calculated, the corresponding individual intake concentration could be
calculated using the following formula:

Potential Carcinogenic Risk = (Chronic Daily Intake) (Potency Factor)

The risk was based on exposure to contaminated soil by direct contact and
incidental ingestion.  Table 5 presents the chronic daily intake for each
of the compounds of concern.

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                                Table 5
                       TARGET SOIL OTONTRATICNS.
                           PRISTINE,  INC.  SITE
        BASED CN CUMULATIVE 10~6 INCREMENTAL LIFETIME CANCER RISK
                                             Target Intake
                                         Concentration in Soil
Chemical                                         (ua/kg)
Aldrin                                              15

Benzene                                           3182

Chloroform                                        2043

DOT                                                487

1,2-Dichloroethane                                1818

1,1-Dichloroethene                                 285

Dieldrin                                             6

PAHs                                                14

2,3,7,8-TCDD (Dioxin)                                0

Tetracnloroethene                                 3244

Trichloroethene                                 15,041

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A remediation strategy was developed to remediate all soils which
contributed to a 10~5 cancer risk based on the calculated daily intake.  It
was determined that, to reduce the risk associated with a 10~6 target
cleanup level based on direct contact and incidental ingestion only, it
will be necessary to remediate 7,125 cubic yards of soil at the site.  (The
FS used the Volume 8,225 cubic yards of soil.  After publication of the FS,
the volume was recalculated.  This change should not significantly affect
the cost and will not affect the comparative analysis since all
alternatives have been made consistent with this new volume.)
Concentrations of aldrin, benzene, DDT, 1,2-dichloroethane, dieldrin,
tetrachloroethene and PAH are greater than the target risk concentrations
listed Table 5.  Dieldrin, DDT, and benzene, dominate soil remediation
strategy.  Removal of 1 foot of soil over the area of the site win
eliminate the risk associated with direct contact and incidental ingestion
of dieldrin, DDT, 1,2-dichloroethane, tetrachloroethylene, aldrin and PAHs.
This represents a volume of 3598 cubic yards of soil.  The area to a depth

of two feet as shown in Figure 6 shows the area that needs to be remediated
based on ingestion of benzene.  This represents a volume of 1,799 cubic
yards.  Sediment samples are defined as contaminated media based on
concentrations of aldrin, DDT, dieldrin, PAHs, and 1,2-dichloroethane.  The
volume of contaminated sediments is estimated to be 600 cubic yards.
Subsurface soil in the magic pit area are also defined as contaminated
based on the concentration of 1,2-dichloroethane.  The volume of soil
remediation necessary at the magic pit is calculated to be approximately
1,125 cubic yards.  Remediation Strategy I includes a combined volume of
7,125 cubic yards of contaminated media.  This soil removal (7,125 cubic
yards) strategy addresses only the direct contact threat.  Soil
contamination remains at the site at depth.  Wastes can potentially leach
from the soil and migrate downward through the middle and lower lenses, and
into the lower aquifer.

A second soil removal strategy was developed which would eliminate both the
risk associated with adsorption and ingestion of soils and ingestion of
groundwater contaminated through leaching from the soil.  This second
strategy was developed as an alternative such that the residuals would pose
no direct contact threat nor would the residuals impact the groundwater.
This strategy was also developed to meet the intent of the Land Disposal
Restrictions and Cleanup Standards.

Residual contamination remaining in the soil will, over time, leach into
the groundwater.  A model was developed to predict contaminant
concentrations in groundwater at the Pristine, Inc. site through leachate
produced from the residual soil contamination.  This model is conservative
in that it assumes that all of the contamination reaches the lower aquifer
and is only diluted with infiltrating rainwater.

The model assumes that 15 percent of the rainfall at the site will
infiltrate the site and absorb contaminants from the soil based on
equilibrium soil-water partitioning.  The infiltrating rainwater will act
to dilute and transport the mobilized contaminant.  The model assumes an

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FIGURt 6
             REMEDIATION
O/-MI  r>rr»*rrrM A
         OTDATPHV "T~

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                               Table 7
                     TARGET SOIL CXXOUTRATICNS WITH
               PREDICTED GROUNDWATER CCNCENTRATICNS AT MT.S
Indicator Chemical                         Target Soil Concentration

                                                      (ug/kq)

Benzene                                                 116

1,2-Dichloroethane                                       19

Trichloroethene                                         175

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              FIGURE 7

SOIL REMfeDIATI^,>l STRATEGY IT

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                                      10

equilibrium partitioning of the contaminant between the soil and the soil
pore water.  The model does not account for attenuation of the contaminants
in the unsaturated zone.  It further assumes that all of the contamination
reaches the lower aquifer.  Since the upper and lower aquifer are
connected, this assumption is realistic.   Once the infiltrating water
reaches the lower aquifer, it is further assumed that it will mix
completely with the groundwater below the site, resulting in an equilibrium
groundwater concentration.

The groundwater concentrations, caused by leaching from the soil, predicted
to occur at the wellfield exceeded Maximum Contaminant Levels (MILs) for
benzene, 1,2-dichloroethane, and trichloroethene.  MZLs are discussed in
detail in the section on Consistency With Other Laws.  The 10~6 excess
lifetime cancer risk was also exceeded for other compounds.  The predicted
concentrations at the wellfield were 17 ug/l of benzene, 56 ug/1 for 1,2-
dichloroethane, and 5 ug/1 for trichloroethene.  At the site boundary these
predicted concentrations were 140 ug/1, 470 ug/1 and 430 ug/1,
respectively.

To eliminate this risk to groundwater, a reverse calculation was used to
calculate the concentration of benzene, 1,2-dichloroethane, and
trichloroethene that could remain in the soils and not pose a threat due to
leaching.  This strategy indicates that 37,700 cubic yards of soil must be
remediated.  Concentrations in the soil of benzene and 1,2-dichloroethane
exceed their respective target concentrations listed in Table 7.  Based on
the concentration of contaminants and the extent of contamination,  (8 feet
across the entire site, 12 feet across 50 percent of the site), the
recommended volume of soil for remediation to an average depth of 10 feet
is 35,980 cubic yards.  Figure 7 presents the area of soil remediation
defined by Strategy II.  The volume of contaminated sediments (600 cubic
yards) and subsurface soils at the magic pit (1,125 cubic yards) should
also be included.  Therefore, the volume of soil to be remediated is 37,700
cubic yards.  (The FS used the volume 36,600 cubic yards.)  A recalculation
of the volumes was performed and the actual volume is 37,700. cubic yards.
This win not significantly affect the costs nor will it affect the
alternative evaluation since they are all consistent.)

To summarize, contaminated soil poses a threat to human health and the
environment due to direct contact with contaminated soil at the site and
ingestion of groundwater contaminated from leaching from the soil.  Two
soil strategies were developed to mitigate these risks.  The first strategy
(7,125 cubic yards) addresses only the direct contact threat; in that
strategy the source of contamination at the site remains to leach into the
groundwater at some future time.  The second strategy (37,700 cubic yards)
addresses all migration pathways and risk to human health and the
environment  (direct contact and future leaching into groundwater from the
soil at the site).

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                                      11

Groundwater
The concentrations of volatile organic compounds and metals in the upper,
middle and lower outwash lenses of the upper aquifer and in the lower
aquifer are consistently greater than MZLs, Table 1 values and risk-based
values.   (Risk-based values are the calculated excess lifetime cancer risk
levels). Therefore, extraction and treatment of groundwater from the upper
outwash lens, the middle outwash lenses, and the lower outwash lens/lower
aquifer is necessary to protect public health and the environment.

Use of french drains or subsurface drains to collect and extract
groundwater from the upper outwash lens is proposed.  The french drain is
described in detail in the FS.  The system will be constructed along the
western and northern edge of the upper outwash lens to a depth of
approximately 16 feet.

Use of one extraction well is proposed to capture groundwater from beneath
the site.  (The need for additional wells, final well placement, and
pumping rates will be determined by conducting a pump test at the site).
This extraction well would be located on the western edge of the site as
shown in Figure 8.  This well, which will be approximately 100 feet deep,
will be screened 25 feet into the lower aquifer.  This well will pump
approximately 300 gallons per minute (gpm) in order to capture groundwater
beneath the site to a depth of 25 feet, including groundwater from the
lower outwash lens.  A pump test will be conducted to assess the
relationship between the middle and lower outwash lenses and the lower
aquifer.  Additional groundwater monitoring will also be done to confirm
the placement of the well.

Qn-site treatment of groundwater is considered appropriate for the upper
aquifer and the lower aquifer at the Pristine, Inc. site.  Since the level
and nature of contamination and the rate of groundwater extraction are
different for each aquifer the groundwater will be extracted and treated
differently.

Groundwater in the upper outwash lens of the upper aquifer contains
volatile and semi -volatile organic contaminants.  Qn-site treatment using
granular activated carbon (C»C) is considered appropriate because of the
low extraction rate (1-5 gpm) and a total pore volume of 1,000,000 gallons
in the upper outwash lens.  Sampling of the GAC for radon decay products is
required.

Groundwater in the lower aquifer has relatively low concentrations of
volatile organic contaminants.  The rate of extraction is estijnated to be
in the range of 300 gpm.  Removal of volatile organics by air stripping
with carbon off-gas treatment is the recommended treatment for this
groundwater.  The carbon will need to be monitored for breakthrough of
radon gas emissions.  In addition, if radon decay products are present the
gamma exposure rate should be considered as a potential occupational threat
to workers from the carbon bed.  The treatment will remove  90 to 99
percent of the contaminants.  This treatment method is expected to reduce
organic contaminant levels to concentrations that will meet the National
Pollution Discharge Elimination System (NPDES) requirements.

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FTGIJ1UJ 8

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                                 12

   . estimated length of extraction and treatment of groundwater from the
lower outwash lens/lower aquifer will be dependent on the extent of soil
remediation and the extent of the plume from the Pristine, Inc. site.  The
additional plume definition work will be conducted concurrently with the
design.  The time necessary to remediate the aquifer is ultimately tied to
meeting target cleanup levels in the groundwater.  These target cleanup
levels are discussed in the section on Consistency With Other Laws.

For soil remediation Strategy I (7,125 cubic yards), the length of
groundwater treatment is estimated to be approximately 50 years.  This
estimate is based on the groundwater travel times reported in the RI and on
the assumption that contaminants will continue to migrate from the soils of
the upper outwash lens.

For soil remediation Strategy II (37,700 cubic yards), it is estimated that
the length of treatment for the lower outwash lens/lower aquifer will be
approximately five to ten years.  The treatment time is decreased because
the source, which will contribute over time to groundwater contamination
(the upper outwash lens), is removed.

Description of Alternatives

Using this information, the alternatives are described in detail. Three
additional alternatives were developed to account for the two soil
strategies.  The major components of the alternatives are as follows:

ALTERNATIVE
  NUMBER                         SOIL                      STRUCTURES

    1A            In-situ Vitrification (37,700 yd3)           *
    IB            Qnsite Vitrification (7,125 yd3)             *
    2A            Onsite Incineration (37,700 yd-3)             *
    2B            Onsite Incineration (7,125 yd3)              *
    3A            Offsite Landfill (37,700 yd3)                *
    3B            Offsite Landfill (37,700 yd3)                *
    4             Onsite Landfill (11,000 .yd3)         Qnsite landfill
    5             Multilayer Cap                       Onsite Consolidation
    6             No Action                            No Action

* = Decontamination/Solid Waste Landfill

Note:  Groundwater will be extracted using a french drain and a minimum of
one extraction well and air stripping with carbon off-gas treatment and
granular activated carbon «3C) groundwater treatment for all alternatives
except 1A and 6.  1A will not require CTC water treatment and 6 will have
no treatment,,

Alternative 1A

The major components of alternative 1A are excavation and on-site
consolidation of contaminated sediment, in-situ vitrification (ISV) of an
average of ten feet of contaminated soil and sediment (37,700 cubic yards),
clay cap, groundwater extraction using an extraction well, groundwater
treatment using air stripping, discharge of treated water to Mill Creek,

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                               13
decontamination and off-site disposal of structures, access restrictions
and groundwater monitoring.

ISV will require the insertion of four electrodes in a 25 foot square
array,  The soil will be vitrified for varying depths across the site as
shown in Figure 7.

A path for electric current is established by using a small amount of
graphite and glass frit mixture placed between the electrodes on the soil
surface.  Dissipation of power through the starter material creates
temperatures high enough (up to 2000° C) to melt soil.  This molten zone
continues to grow downward, encompassing the contaminated soil.  Rocks,
which are less dense, create a floating rock layer near the molten surface.
The rocks will eventually be incorporated into the molten mass.  As the
molten, or vitrified zone grows, it incorporates nonvolatile hazardous
elements, such as heavy metals, and destroys organic compounds by pyrolysis
through the arid it ion of heat.  The pyrolyzed products migrate to the
surface of the vitrified zone where they combust in the presence of oxygen.
A hood placed over the area being vitrified directs gaseous effluent to an
off-gas treatment system.  The off-gas treatment system cools, scrubs and
filters the effluent exhausted from the hood.  Remaining ash, along with
other noncombustible materials, dissolves or become encapsulated in the
molten soil.  Natural convective currents within the molten soils help
distribute the stabilized materials uniformly.  The molten soil cools to 
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                                 14
will be placed to allow extraction of groundwater.  The duration of the
cleanup will be dictated by monitoring results, and the treatment time will
ultimately be based on meeting target cleanup levels in the contaminated
groundwater that has and will have migrated from the site.  It is estimated
that it will take five to ten years to extract and treat the contaminated
groundwater.  Future work will be done to define the extent of
contamination from the Pristine, Inc. site in the lower aquifer.  This may
increase the extraction and treatment time.  The recovery well or wells
will be screened in the upper 25 feet of the lower aquifer.

The on-site treatment facility will consist of air stripping with carbon
off-gas for treatment of groundwater.  Bench scale studies will be done to
determine the need for metals treatment.  This facility may need to be
located adjacent to the site.

Effluent will be discharged to Mill Creek.  The effluent quality will meet
NPDES discharge limits.

Alternative 1A will include decontamination and demolition of all on-site
structures.  This includes buildings, the incinerator, foundations,
concrete pads, and storage tanks.  Following decontamination, the debris
will be disposed of in a non-RCRA landfill.

The site is presently fenced along the northern, southern and eastern
boundaries.  The site is not fenced along the western boundary and access'
to the site is unrestricted to employees of the adjacent industrial
facility.  Fencing of the western boundary will limit access to the site
and would prevent exposure to contaminants present at the site.  The use of
deed restrictions will be considered during the remedial design.
Groundwater monitoring will be undertaken.

Overall inplementation of Alternative 1A is estimated to take 2.8 years.
However, treatment of groundwater from the lower aquifer will continue
until target cleanup concentrations are met in the groundwater.  These
target cleanup levels are discussed in the section on Consistency With
Other Laws.

Alternative IB

The major components of Alternative IB are the same as Alternative 1A with
several exceptions.  Alternative IB involves on-site vitrification whereby
7,125 cubic yards of soil will be moved to the southern half of the site
and vitrified on top of the site.  Also, the site will be covered with a
RCRA cap, and the groundwater in the upper outwash lens will be treated
using GP£.  The Q\C will require analysis for radon.  The french drain will
be located along the western and northern edge of the upper outwash lens,
rather than on the eastern edge of the site, to capture the contaminated
groundwater.  The structures will be demolished, decontaminated, and
disposed of at an off-site disposal facility.

Alternative IB involves excavation of an average of two feet of
contaminated soil across the entire 2.2 acre site and excavation of
contaminated soil from the magic pit area.  The combined 7,125 cubic yards
of contaminated soil will be moved to the southern end of the site for

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                               15
subsequent vitrification.  The reason for consolidating the contaminated
soil at one location, instead of vitrifying the soil in place as in
Alternative 1A, is that vitrification to a depth of only two feet is
thermally inefficient.  Therefore the soil will be placed on the surface of
the site and will occupy a space of approximately 100 feet x 175 feet and
will extend to a height of ten feet above the existing grade at the
southern end of the site.  Since the soil to be vitrified is above grade,
it will be necessary to confine the sides of the contaminated soil mass.
This will be accomplished by surrounding the contaminated soil mass with an
embankment (3:1 slope) constructed with clean soil brought from off-site.
The combined area occupied by the contaminated soil and the confining
embankment win be approximately 170 feet x 230 feet and is essentially the
entire southern part of the site.  The entire site will be capped with a
RGRA cap.

The vitrification process will be accomplished in 35-25 x 25 x 10 foot
cells.  The estijnated time required to complete the vitrification process
including excavation of the contaminated soil and preparation of the soil
for vitrification is six months.  Air sampling is required during the
vitrification process.

Alternative IB requires the extraction and treatment of groundwater from
the upper outwash lens because the lens will not be vitrified under this
alternative.  The volume of water within the lens at any one time is
estimated to be approximately 1,000,000 gallons.  A french drain system
will be used to extract the groundwater in the upper outwash lens and act
as a barrier to intercept flow through the lens.  The french drain win be
installed along the western and northern boundaries of the lens.  The
french drain will be 400 feet long and 16 feet deep.  It is estimated that
it will take approximately six months to extract the groundwater (one pore
volume) from the upper outwash lens.  Residual contamination in the soil
will remain after the lens is drained.  Extraction of groundwater from the
middle and lower outwash lenses and lower aquifer will be done using a well
(or wells).

Alternative 2A

The major components of Alternative 2A are the same as Alternative 1A with
several exceptions.  The soil will be incinerated in an on-site facility
and the groundwater in the upper outwash lens will be treated using (3\c.
Significant quantities of ash (potentially as much as 85% of the original
volume) would result.  Air monitoring is required during ojiplementation.

For purposes of the Feasibility Study (FS), U.S. EFA assumed that the ash
would be delisted and remain on-site, covered with clean fill and
compacted.

It is expected that implementation of this remedy, excluding groundwater
remediation, will be about two years.

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                                 16
Alternative 2B

Alternative 2B involves the same components as Alternative IB except that
the soil is to be incinerated rather than vitrified.

The time to inplement this remedy, excluding groundwater remediation, is
1.5 years.

Alternative 3A

The major components of Alternative 3A are the same as Alternative 1A
except that the soil will be excavated and disposed of, without treatment,
in an off-site land disposal facility and the groundwater in the upper
outwash lens will be treated using <3C.  Because there is dioxin present in
some of the soil and ash, and due to the uncertainties associated with
treatment standards, offsite disposal of dioxin-contaminated soil and ash
may not be implementable due to the Land Disposal Restrictions.  Those
soils would need to be incinerated or treated separately.

It is expected that implementation of this remedy, excluding groundwater
remediation, will be about a year.

Alternative 3B
                                                                        »
Alternative 3B involves the same components as Alternative IB except that
the soil is to be transported to an off-site disposal facility rather than
vitrified.  The same issue regarding dioxin applies to this alternative.

The time to implement this remedy, excluding the groundwater remediation,
is about one year.

Alternative 4

The major components of Alternative 4 are excavation of an approximately
7,125 cubic yards of contaminated soil and sediment, disposal in an on-site
RCRA-type cell, and installation of a RCRA-type cap over the remainder of
the site.  All other components of this alternative are the same as  .
Alternative IB. The dioxin contaminated soil would need to be managed as in
Alternative 3A.

The estimated volume of material to be contained in the cell is 11,000
cubic yards.  This volume accounts for excavated soil and debris as a
result of demolition of existing structures.  The RCRA-type cell with
dimensions of 120 feet x 300 feet would be designed to comply with RCRA
guidelines.  The RCRA-type cell would be constructed with five feet of
storage capacity below grade and with six feet of storage capacity above
grade.  The cell would be a bottom liner system consisting of two synthetic
liners, clay liner, leachate detection system and a leachate collection
system.  The final cover would include a clay liner, flexible membrane
liner, drainage layer, filter layer, and a vegetated top soil layer.  A
RCRA-type cap would be installed across the remainder of the site since
some contaminated soil residual would remain at the site outside the RCRA-
type cell.

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                               17
Overall implementation of this remedial action, excluding groundwater
treatment, is expected to take approximately one year.

Alternative 5

The major component of Alternative 5 is installation of a RCRA cap over the
entire site.  The other components of this alternative are the same as
Alternative IB.

A multilayer cap would be installed over the entire site.  The multilayer
cap would conform to the RCRA standards for closure of a hazardous waste
landfill.  The RCRA "model" cap consists of the following: a clay liner,
a bedding layer installed on top of the clay liner, an impervious layer,
(synthetic liner), a drainage layer, and a vegetative cover.

Overall implementation of this remedial action, excluding groundwater
treatment, is expected to take one year.

Alternative 6

Under this alternative, no remedial action will be taken at the site.
Endangerment to public health and the environment will not be mitigated.
It is primarily included as a baseline scenario to which other alternatives
can be compared.

ALTERNATIVES EVALUATION

Each of the six alternatives was evaluated using a number of evaluation
factors.  The regulatory basis for these factors comes from the National
Contingency Plan and Section 121 of SARA (Cleanup Standards).  Section
121(b)(l) states that, "Remedial actions in which treatment which
permanently and significantly reduces the volume, toxicity or mobility of
the hazardous substances, pollutants, and contaminants is a principle
element, are to be preferred over remedial actions not involving such
treatment.  The offsite transport and disposal of hazardous substances or
contaminated materials without such treatment should be the least favored
alternative remedial action where practicable treatment technologies are
available."  Section I21(b)(l) also states that the following factors shall
be addressed during the remedy selection process:

(A)    the long-term uncertainties associated with land disposal;
(B)    the goals, objectives, and requirements of the Solid Waste
       Disposal Act;
(C)    the persistence, toxicity, mobility, and propensity to bioaccumulate
       of such hazardous substances and their constituents;
(D)    short- and long-term potential for adverse health effects from human
       exposure;
(E)    long-term maintenance costs;
(F)    the potential for future remedial action costs if the alternative
       remedial action in question were to fail; and
(G)    the potential threat to human health and the environment associated
       with excavation, transportation, and redisposal, or containment.

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                                18
Section 121 of SARA requires that the selected remedy is to be protective
of human health and the environment, cost-effective, and uses permanent
solutions and alternative treatment technologies or resource recovery
technologies to the maximum extent practicable.

In addition to the factors listed in Section 121 of SARA, alternatives were
evaluated using current U.S. EFA guidance, including: "Interim Guidance on
Superfund Selection of Remedy" dated December 24, 1986 and "Additional
Interim Guidance for FY'87 Records of Decision" dated July 24, 1987.  In
the July 24, 1987 guidance, the following nine evaluation factors are
referenced:

       1.  Compliance with applicable, or relevant and appropriate
           requirements (ARARs) (see discussion below)
       2.  Reduction of Toxicity, Mobility, or Volume
       3.  Short-Term Effectiveness
       4.  Long-Term Effectiveness and Protectiveness
       5.  Implementability
       6.  Cost
       7.  Community Acceptance
       8.  State Acceptance
       9.  Overall Protection of Human Health and the Environment

The analysis in the following section was performed using the above
factors.  Table 8 is a summary of this evaluation.

Alternative 1A

Alternative 1A uses treatment as a principal element for contaminated
media.  The alternative includes in-situ vitrification of approximately
37,700 cubic yards of soil and treatment of groundwater.  This alternative
is expected to attain all identified Federal and State ARARs.

Vitrification for soil treatment is not a "proven" technology, although
there have been at least four full-scale demonstrations and forty three
bench or pilot studies.  Vitrification is expected to be effective on the
soil type present at the Pristine, Inc. site. (Vitrification is also
discussed in detail in the FS.)  Vitrification will encapsulate the metals
and pyrolyze the organics present in the soils.  The organics, some of
vfliich are expected to volatilize, will be captured by
a vacuum hood.  Air monitoring will be conducted to ensure that the hood is
collecting and treating the gases.  This alternative will address soil
contamination to levels that will protect human health and the environment
by treating contaminated soil that contributes to a direct contact threat
through incidental ingestion and absorption, and by treating soils to
levels such that the residual soil contamination will not contribute to
groundwater contamination in the future.  Some limited monitoring of the
vitrified mass will be required to assure that it is a reliable and
permanent remedy.  The expected life of the vitrified mass, referred to as
obsidian-like material, is a million years.  In the natural environment,
the vitrified waste is expected to weather less than 1-millimeter (hydrated
depth) over a 10,000-year time span.

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                               19
Alternative 1A will significantly reduce the nobility, toxicity, and volume
of hazardous substances in the soil through treatment.  The mobility of the
contaminants will be reduced significantly, such that no leachate is
expected to be produced from the vitrified material.  This is a permanent
technology, the results of which are expected to last for a million years.
The toxicity of organic components will be decreased because the organics
are destroyed or changed to other forms by pyrolysis or vaporization.  The
volume of the soil will be reduced by 25-30 percent because the
vitrification causes the soil mass to consolidate.  Decontamination of site
structures will be carried out in accordance with the RGRA requirements and
will reduce the threat associated with these contaminated structures.

Implementation of this remedy poses some short term risks due to inhalation
of dust during soil excavation and decontamination procedures.  During the
vitrification procedure, some organic compounds will volatilize.  A vacuum
hood over the vitrified area will be designed to control and treat any
release of gas to the environment.  There is a short term risk from the
heat generated in the process.  Implementation of this alternative is
expected to take 2.8 years to complete.  The equipment must be specially
designed and produced.  Approximately six to twelve months will be needed
to manufacture the equipment.  This will occur concurrently with the
remedial design.  It is estimated that groundwater will be extracted and
treated for approximately five to ten years.

Although there have been limited performance demonstrations, it is expected
that the.vitrification will attain 99.9999% destruction and removal
efficiency (DRE).  The alternative will require a trained level of
expertise to operate the power input and to oversee the movement of the
equipment.

Although no on-site permits are needed, the technical requirements of NPDES
for the surface water discharge will be met.  ISV is a patented process
which requires a license.

The groundwater extraction/treatment system will reduce the mobility,
toxicity and volume of hazardous substances in the groundwater at the site.
This extraction and treatment system will result in compliance with Federal
and State ARARs.  This portion of the alternative is fully protective of
puDlic health and the environment at the site.

The capital cost of this alternative is $20,837,000, the annual Operation
and Maintenance  (O&M) cost is $94,800 and the present worth cost is
$21,731,000.

Alternative 1A will be fully protective of public health and the
environment.

Alternative IB

Alternative IB also uses treatment as a principal element and decreases the
mobility, toxicity and volume of the waste.  This alternative will meet all
identified State and Federal ARARs.  The major difference is that this
alternative is  less permanent and protective than Alternative 1A since
residual soil contamination will remain.  It may leach into the groundwater

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                               20
at levels that will exceed ARARs at some future time and thus increase the
groundwater treatment time or require additional future remedial action.
An estimated 7,125 cubic yards of soil will be vitrified on-site to
eliminate the direct contact threat and site structures will be
decontaminated and landfilled off site.

The effectiveness of this alternative is dependent on maintaining the
integrity of the cap through proper Operation and Maintenance (O&M).   The
cap win reduce the rate of infiltration of groundwater through the
contaminated soils, thereby reducing the volume of leachate produced at the
site.  The lifetime of a RCRA multilayer cap is finite, and the
contaminated soils will be left in place to contribute to groundwater
contamination at some future time should the cap fail.  Alternative IB is
less protective than Alternative 1A based on long term protectiveness.
There are possible short term threats due to potential releases of
volatiles during the vitrification process, although the vitrification
system will be specifically designed with a hood to address the release of
volatiles.

Alternative IB requires excavation and consolidation of the wastes.  This
poses a short-term threat to public health and the environment.

The elements of the groundwater extraction evaluation are the same with the
exception that groundwater will be treated over time in the upper outwash
lens, since this lens will not be vitrified.  The groundwater extraction/
treatment system will meet Federal and State ARARs, uses treatment as a
principal element, and reduces the mobility, toxicity and volume of
contaminants.

The capital cost of this alternative is $6,995,000, the annual O&M cost is
$99,200, and the present worth cost is $7,930,000.

Alternative 2A

Alternative 2A uses treatment as a principal element for all contaminated
media and reduces the mobility, toxicity and volume of the waste.
Approximately 37,700 cubic yards of contaminated soil will be incinerated,
structures will be decontaminated, and groundwater will be extracted and
treated.  This alternative will attain all identified Federal and State
ARARS.

Incineration is a proven technology, which will permanently destroy organic
chemicals in the soil (99.9999% DRE).  However, metals are not destroyed by
incineration and will become more concentrated in the ash.  Noncombustibles
and ash (potentially as much as 85 percent of the original volume) will be
classified as hazardous because the contaminated soil is classified as a
listed hazardous waste under RCRA.  The delisting procedure will be
necessary to classify the wastes as non-hazardous.  Incineration of 37,700
cubic yards of contaminated soil is fully protective of human health and
the environment since the ingest ion and leachability threats are
eliminated.  No monitoring of the ash will be required.  The expected
reliable life of this alternative is infinite.

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                                21
Implementation of this remedy poses some short term risks due to inhalation
of soil dust during excavation and structure decontamination.  Incineration
may result in short-term low level emissions of a small fraction of the
organics in the soil feed as well as the products of incomplete combustion
(e.g., dioxins).  Since there win be.3«i air pollution control system on
the incinerator to decrease emission*TSrf particulate matter, emissions of
contaminants will not exceed standards.

Implementation of this remedy is expected to take"~two years after the
equipment is obtained.  Approximately six to twelve months will be needed
to obtain the equipment.  This will occur concurrently with the remedial
design.  The use of mobile incinerators is common and the performance of
these systems has been demonstrated.  It is relatively easy to operate the
system although a trained operator will be needed.

Although no onsite permits will be required, the requirements of
incineration permits will be met.  The other elements of this alternative
are the same as Alternative 1A.  The capital cost of Alternative 2A is
$50,595,000, the annual O&M cost is $94,800 and the present worth cost is
$51,489,000.

Alternative 2A will be fully protective of human health and the
environment.

Alternative 2B

Alternative 2B also uses treatment.-as. a_principal element and decreases the
mobility, toxicity and volume Q^Sj^gjPJajfe "This alternative will meet all
identified State and Federal ARggiiySSwBfeor differenc
alternative is less permanent aJVPfrtdlS^e than
residual soil contamination will remain at the site tJiavCsBefifr^iPto the
groundwater at levels that may exceed ARARs at some
increase the groundwater extraction/treatment time, or requirt additional
future remedial action.

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                                   23


Approximately 7,125 cubic yards of soil will be incinerated on-site and
structures will be decontaminated to eliminate the direct contact threat.
The effectiveness of this alternative is dependent on maintaining the
integrity of the cap through O&M, since soil contamination remains at the
site.  Ihe cap will reduce the rate of infiltration of groundwater through
the contaminated soils, thereby reducing the volume of leachate produced
at the site.  The lifetime of a RGRA multilayer cap is finite, and the
contaminated soil will be left in place to contribute to groundwater
contamination at some future time should the cap fail.  Alternative 2B is
less protective than Alternative 2A based on long-term protectiveness.

The elements of the groundwater extraction evaluation are the same.  As
the groundwater extraction/treatment system is the same as Alternative IB,
it will meet Federal and State ARARs, it uses treatment as a principal
element, and reduces mobility, toxicity and volume of contaminants.
Implementation of this remedy is expected to take 1.5 years.

The capital cost of this alternative is $12,169,000, the annual O&M cost
is $99,200, and the present worth cost is $13,104,000.

Alternative 3A

Alternative 3A does not provide treatment as the principal element for
37,700 cubic yards of contaminated soil, but does provide treatment for
structures and groundwater.  Alternative 3A will meet all identified State
and Federal ARARs.

Alternative 3A is protective of public health and the environment at the
site.  It eliminates the threat of migration of contaminants through
excavation and containment of all soils that have the potential to leach
into the groundwater.  Alternative 3A involves excavation and containment
of soils which contribute a threat to human health via ingestion and all
soils that will pose a risk when leachate is produced.  However, there
will be no reduction of toxicity or volume of the contaminants and the
reduction of mobility depends on maintaining the integrity of the off-site
disposal cell.  Although this alternative eliminates the risk to human
health and the environment at the site due to contaminated soil, there is
potential for the contaminated soil to cause a problem at the off-site
facility.  Alternative 3A may have significant short-term impacts on
public health and the environment due to risk involved in the excavation
and transportation of contaminated soil.  Dioxin contamination may need to
be treated separately or landfilled on-site.  Since this alternative
involves placement of contaminated soil, the Land Disposal Restrictions
are ARARs.  Because of the uncertainties of how this restriction will be
carried out and the undefined treatment standards, this alternative may
not be implementable.

As the groundwater extraction/treatment system is the same as Alternative
1A, it will reduce the mobility, toxicity, and volume of hazardous
substances in the groundwater at the site.  This extraction and treatment
system will result in compliance with Federal and State ARARs.  This
portion of the alternative is fully protective of public health and the
environment at the site.

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                                     24
In Section 121 of SARA, it is stated that off-site disposal without
treatment is the least preferred alternative.  Also, although Alternative
3A is readily implementable from a construction standpoint, the Land
Disposal Restrictions may preclude actual implementation of this
alternative.

The capital cost of this alternative is $20,834,000, the annual O&M cost
is $95,800, and the present worth cost is $21,737,000.  Although
Alternative 3A will essentially eliminate threat to human health and the
environment at the site, treatment is not used, the alternative does not
provide an adequate level of permanence and is the least preferred under
SARA.  It is expected that it will take approximately one year to
implement the soil removal.

Alternative 3B

Alternative 3B does not provide treatment, does not reduce nobility,
toxicity and volume of the soil, and provides the same protection at the
site as Alternatives IB and 2B.  The short and long-term risks posed by
this remedy are the same as for Alternative 3A.  Since this alternative
involves placement of contaminated soil, the Land Disposal Restrictions
are ARARs.  Because of the uncertainties of how this restriction will be
carried out and the undefined treatment standards, this alternative may
not be implementable.  Implementation of this remedy is expected to take
about one year.

As the groundwater extraction/treatment system is the same as Alternative
IB, it will meet Federal and State ARARs, it uses treatment as a principal
element, and reduces mobility, toxicity and volume of contaminants.

The capital cost of this alternative is $6,242,000, the present worth cost
in $7,186,000, and the O&M cost is $100,200.

Alternative 4

Alternative 4 is a containment option.  Alternative 4 involves containment
of 7,125 cubic yards of soil and the structures which pose a threat to
human health via ingestion at concentrations greater than the cumulative
excess lifetime cancer risk.  Alternative 4 does not mitigate the
potential for release of contaminants that exceed Ml.s from the subsurface
soils into the groundwater through infiltration.  Potential for additional
remedial action costs remains. Alternative 4 meets all identified State
and Federal ARARs, and minimizes the threat to public health and the
environment.  It does not treat the contaminated soil.  There is no
reduction in toxicity or volume of contaminated soil, and the reduction of
mobility is dependent on maintaining the effectiveness of the disposal
cell and the RCRA cap.

Although Alternative 4 is readily implementable and constructible, the
long-term threat to public health and the environment is not mitigated.
Since this alternative involves disposal, the Land Disposal Restrictions
will apply and may preclude this alternative from being implemented.
Long-term reliability of RCRA cells is unknown since the performance data
are unknown.  Alternative 4 will require long-term maintenance of the

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                                   25
disposal cell and multilayer cap.  Some short term risks vail be posed by
excavation of soil and construction of the cell.  Implementation of this
remedy is expected to take one year.

As the groundwater extraction/treatment system is the same as Alternative
IB, it will meet Federal and State APARs, it uses treatment as a principal
element, and reduces nobility, toxicity and volume of contaminants.

Because there is no treatment of soils to reduce the mobility, toxicity or
volume, Alternative 4 does not provide an adequate level of permanence
since the highly mobile contaminants remain at the site. The capital cost
of this alternative is $2,646,000, the annual O&M cost is $101,500 and the
present worth cost is $3,602,000.

Alternative 5

Alternative 5 is a containment option. There is no treatment for soil to
reduce the mobility, toxicity or volume of the contaminants.  There is
treatment of the structures.  Although mobility will be reduced because of
the reduction of infiltration of rainwater through the cap, the potential
remains for contaminants to continue to migrate should the cap fail, which
may necessitate additional remedial action costs.  Groundwater will
continue to contact contaminated soil.  This alternative is protective
over the short-term, assuming the cap is constructed effectively.
However, over the long term, this alternative is not protective.
Contaminated soil will remain at the site and is not treated.

Alternative 5 does not provide an adequate level of permanence since there
are highly mobile contaminants remaining at the site.  Additional remedial
action costs may be incurred should the cap fail in the future.  Long-term
reliability is unknown.  Prevention of future exposure depends on the
effectiveness of access restrictions and aquifer use restrictions, neither
of which are enforceable.

As the groundwater extraction and treatment system is the same as
Alternative IB, it will meet Federal and State ARARs and it uses treatment
as a principal element and reduces mobility, toxicity and volume of
contaminants.

Although Alternative 5 provides some public health and environmental
protection, it is not a permanent remedy that reduces the mobility,
toxicity and volume.  Hazardous substances in the soil remain in place and
win require long-term maintenance.  The capital cost of this alternative
is $2,113,000, the annual O&M cost is $99,200, and the present worth cost
is $3,049,000.

Alternative 6

Alternative 6, No Action, is ineffective in preventing further contaminant
migration and does not mitigate or reduce the existing contamination at
the site.  It is not protective of public health and the environment.  It
win not meet Federal and State ARARs nor will it reduce the mobility,
toxicity or volume of hazardous substances in the soil or groundwater.
Hazardous substances in soil and groundwater will continue to migrate and

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                                   26
will cause additional public health and environmental threats.  The
alternative is not a permanent remedy.  The risks that were outlined in
the public health evaluation remain.

Reconmended Remedy

The recoimended remedy for selection and implementation is Alternative 1A.
Alternatives 3A, 3B, 4, 5 and 6 clearly do not meet the preferences
mandated by SARA since they do not use treatment as a principal element of
the remedy.  Alternative 6 leaves the site unchanged, which is
unacceptable from a public health standpoint.  It will not meet Federal or
State APARs.  Alternatives 3A, 3B, 4 and 5 merely contain the waste to
varying degrees without treatment.  This is counter to the preferences
established in Section 121 (b) of SARA for implementation of remedial
action.  Alternatives 1A, IB, 2A and 2B all use treatment as the principal
element of the remedy.  However, Alternatives IB and 2B do not provide
treatment of the soils which can potentially and significantly contribute
to groundwater contamination should the remedial action fail.  Both
alternatives require long-term maintenance of the RCRA cap to maintain the
effectiveness of the remedy.  These alternatives are containment in
subsurface soil below two feet remain at the site without treatment.  The
mobile contaminants in subsurface soil below two feet remain at the site
without treatment.  Since the contamination that can leach into the
groundwater remains at the site, the potential for additional future
remedial action remains.  The long-term protectiveness and permanence of
these alternatives are less than for Alternatives 1A and 2A.  Therefore,
Alternatives IB and 2B are not recommended for implementation at the
Pristine, Inc. site.

Alternative 1A and 2A will reduce the mobility, toxicity and volume of the
contaminated media.  The alternatives will meet identified Federal and
State ARARs.  Both alternatives are fully protective of human health and
the environment.  Each will require specialized equipment and operators,
and will require similar maintenance effort.  Both are technically
feasible and implementable.  However, vitrification is the lower cost
alternative. Therefore, incineration is not recommended for implementation
at the Pristine, Inc. site.

The Ohio EPA supports the selection of Alterntive 1A for the Pristine,
Inc. site.  They would support only the groundwater remedial action if
another alternative is implemented.  Their only reservation involves U.S.
EPA's  interpretation of SARA Section 121, groundwater cleanup levels, and
how dioxin will be addressed.  These matters are discussed in detail in
the responsiveness summary.

Alternative 1A is a permanent remedy requiring no maintenance of the
vitrified mass to maintain effectiveness, and little overall maintenance.
Alternative 1A is fully protective of human health and the environment,
reduces mobility, toxicity, and volume of hazardous substances at the
Pristine, Inc. site through treatment, and is a cost effective
alternative.  Therefore, Alternative 1A is the recommended alternative for
the Pristine, Inc. site. Figure 9 is a depiction of the ISV process.

The Coimunity and PRPs are generally in agreement with the groundwater

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                           FIGURE 9
                       SuDOOn Trailer

                             Electric*! Svltt"-
««•>
  x  Site to oe  . _ ^^_
                        Eitctrodt
                                         Off-Gas
                                        MOOO Cover
                                                       Housing
GRAPHITE
AND FRIT
STARTER
       SCRUBBER SYSTEM
                                   HEATER
                                                 CHARCOAL
                                                 FILTERS
                                                           STACK
                OFF-GAS TRAILER

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                                   27
extraction and treatment component of the alternative.

There is community concern over the short-term effects of the alternative.
Some manbers of the conramity have fully supported U.S. EPA's recommended
alternative, while the FRPs  rejected vitrification and have proposed
installation of a RCRA cap with soil gas venting.  The City of Reading
prefers that U.S. EPA fund a less expensive remedial action and give it
the remaining funds to build a new treatment plant.  These concerns are
addressed in the Responsiveness Summary.

Alternative 1A provides a high degree of treatment of the hazardous
substances present at the site.  It will be both a source control (through
remediation of soil) and a management of migration remedy (through
groundwater remediation).  Therefore, the alternative will eliminate the
threat of direct contact with hazardous substances, and the future threat
of leachate production from the  contaminated soil/residuals.  The
groundwater plume at the site has not been fully characterized in the
lower aquifer.  Although contaminated groundwater beneath the site will be
extracted (lower outwash lens and upper 25 feet of lower aquifer) to
control further contaminant migration, the extent of contamination in the
lower aquifer due to the Prestine, Inc. site is not known.  There is a
potential multi-source groundwater contamination problem in the vicinity
of the site.  The extent of contamination from Pristine, Inc. will be
determined by additional studies during the remedial design.  This
remedial action, however, is considered the final source control remedial
action at the site.

Hazardous substances in the soil will be vitrified to permanently and
significantly reduce their toxicity, mobility and volume.  The organic
compounds will be destroyed and the inorganic compounds will be
permanently encapsulated.

Because this is not a proven technology, prior to implementation of this
remedial action, bench and/or engineering pilot scale sudies will be
required to confirm the effectiveness and applicability of this .technology
to site conditions.  Because of concern over the effectiveness of
vitrifying the upper outwash lens, consideration will be given, during
these bench and/or pilot studies, to whether the lens should be drained
prior to vitrification.  A comprehensive program of testing and analysis
on the vitrified material will be conducted after the material cools
completely  (cooling is expected to take three to five months).  The
Toxicity Characteristic Leaching Procedure (TCLP) is the testing mechanism
that should be used to verify the complete treatment.  If this treatment
method is found to be ineffective, this Record of Decision may need to be
reopened.

Monitoring will be conducted during the treatment process to determine if
contamination is migrating through the soil as a result of the treatment.

Consistency with Other Laws

Alternative 1A is designed to meet all applicable, or relevant and
appropriate requirements  (ARARs) of Federal and State statutes.  The
Federal ARARs include RCRA  (40 CFR Part 260-271), OSHA (29 CFR Part 1910)

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                                    28
Hie Safe Drinking Water Act  (40 CFR Section 141.11 and .12) , and the Clean
Water Act (40 CFR Parts 122, 125 and 131).  State ARARs include the Ohio
Revised Code (QRC) Chapters  3704, 3734, 3745, 6109 and 6111.  Rules for
implementation of these requirements are contained the Ohio Administrative
Code (QAC) 3745.

The following specific ARARs will be met by Alternative 1A.

Groundwater

Three groups of Federal standards and criteria are considered to be ARARs
for groundwater at the Pristine, Inc. site; MCLs, RCRA Groundwater
Protection Standards, and Water Quality Criteria.

MCLs - Maximum Contaminant Levels established under the Safe Drinking
Water Act.  These are the maxiJtnum contaminant concentrations allowed in
regulated public water supplies.  These levels apply at the tap to public
water systems having at least 15 service connections or regularly serving
at
least 25 individuals.  Levels are based on a chemical's toxicity,
treatability (including cost consideration), and analytical limits of
detection.  MCLs are ARARs since the lower aquifer is presently being used
for drinking water and MCLs  are the enforceable drinking water standard
for public water supplies.   Since MCLs apply to water at its point of
distribution ( "at the tap" ) , these levels are appropriate for groundwater
at this site because wells that use the aquifer now, or residential wells
in the future, generally have minimal or no treatment.  Thus, these
standards will have to be applied in the groundwater itself to ensure safe
levels at the tap.

Safe Drinking Water Act (?TVZA) - National Primary and Secondary Drinking
Water Regulations established under 40 CFR Section 141.11 and 141.12
include MCLs which are ARARs for the Pristine, Inc. site.
RCRA Groundwater Protection stapri^rrig - RCRA Groundwater Protection
Standards established under 40 CFR Section 264.94 include Background
Concentrations, Table 1 values, and Alternate Concentration Limits (ACLs).
These standards are specified in permits issued to hazardous waste
management facilities pursuant to RCRA.  Pristine, Inc. had interim status
under RCRA.  Therefore, these standards are ARARs.  The following is a
discussion of these standards.

     1. Table 1 Values -   40 CFR Section 264.94(a)(2) lists maximum
concentration limits  (MCLs) for fourteen compounds. Three contaminants at
the Pristine, Inc. site exceed these listed values: arsenic, barium, and
lead.  The levels are 50 ug/1 for lead, 50 ug/1 for arsenic, and 1,000
ug/1 for barium.  These levels are based on the Safe Drinking Water Act
MCL, which is set at a level protective of human health and the
environment.
      2. Alternate Concentration Limits  (ACT-1^ - EPA may establish ACLs in
  lieu of background  levels or  listed Table  1 values if the ACL "will not
pose  a substantial present or  potential hazard to human health or the
environment as  long  as the [ACL]  is not exceeded."  40 CFR  (264.94(b).

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                                     29
Section 121(d)(2)(B)(ii) of CERCLA restricts the use of ACLs as cleanup
standards for on-site cleanups that assume a point of human exposure
beyond the facility's boundary.  The selected remedy for the Pristine,
Inc. site does not assume a point of human exposure to contaminants
exceeding ACLs beyond the facility boundary; rather, the point of human
exposure includes the entire groundwater plume at, and migrating from, the
facility.          Therefore, the restriction given at Section
121(d) (2) (B) (ii) does not apply at this site.  ACLs may be used to
establish groundwater cleanup levels for the Pristine, Inc. site except
for those contaminants listed in Table 1.

When the overall health based cleanup standard of 1 x 10~6 cumulative
excess cancer risk at the plume boundary is met, by definition the
concentrations of the individual contaminants in the groundwater will not
present a threat to human health and environment.  Those safe, residual
concentrations which result in an overall health based cleanup level of 1
x 10~6 cumulative excess cancer risk at the site boundary will be the
ACLs.

     3.  Background Levels - RCRA groundwater protection regulations
require that the concentration of a hazardous constituent must not exceed
background or the listed maximum concentration limit or the ACL.  The
listed Table 1 values for barium, lead and arsenic must be met at the
site.  ACLs for other contaminants will be health based levels.
Background levels are ARARs when the concentrations of contaminants in the
background exceed Table 1 values, ACLs or when the constituent has no
health-based level.

Water Quality Criteria (WCC) Established Under the Clean Water Act

Although the Clean Water Act (CWA) is not legally "applicable" to the
groundwater cleanup at the site, it is relevant and appropriate.  Section
121(d)(2)(A)(ii) states that remedial actions shall attain water quality
criteria established under Section 304 or 303 of the CWA, where such goals
or criteria are relevant and appropriate under the circumstances of the
release or threatened release.

The aquifers beneath the site are current and potential sources of
drinking water.  Therefore, WQC that have been adapted for drinking water
only are ARARs for the groundwater cleanup for the site.

SOIL

The contaminated soil in the magic pit area and the sediments will be
consolidated onsite.  This alternative does not involve placement of soil.
The treatment method will be carried out "in situ".  Therefore, 40 CFR
Part 268, the Land Disposal Restriction  (LDR) does not apply.  Subpart D,
treatment standards, will be considered.  The relevant and appropriate
requirements of RCRA Subtitle C  (Clean Closure and Landfill closure)
regulations will be met by the selected remedy.  The selected remedy .
involves in-situ treatment of contaminated soil and sediment and
groundwater  extraction and treatment at the site.  Since in-situ treatment
will occur entirely within the area of contamination, disposal will not
occur as part of the selected remedy.  Thus, RCRA closure requirements for

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                                   30
clean closure and landfill closure are relevant and appropriate.  This
allows ijrplementation of closure that meets the relevant and appropriate
requirements of RCRA clean closure/landfill closure.

A demonstration, involving groundwater or vadose zone monitoring, will be
made to ensure that the treated material and untrated residuals will not
migrate to the groundwater aquifer.  A soil/vegetative cover will be
placed over the surface of the site to address any potential direct
contact threat.  If the treatment method is effective to the point that
the material left in place meets the criteria for delisting or the
standards for risk-based closure, no RCRA-type cap is required.  However,
if sampling demonstrates that these criteria are not met, a RCRA-type cap
may be required.  It is assumed at this time that no RCRA-type cap will be
required.

Other

o   Part 264.90-101.  Compliance monitoring and corrective action will be
 followed since hazardous waste has been released from the site.
Groundwater collection and treatnvent will occur onsite prior to
discharge.  MZLs and ACLs will be used as minimum groundwater quality
requirements, except if background levels exceed these other values or no
health based ACLs, MZLs or other ARARs exist.

o  Part 264.114 - All contaminated equipment, soils and structures must be
properly disposed of or decontaminated.  This would include excavation
equipment, sampling equipment, and tanks.

o  Part 264.116 - A survey plat indicating the location and dimensions of
 the hazardous waste closure area will be submitted to the local zoning
authority, or the authority with jurisdiction over land use.  The plat
will also be submitted to the U.S. EPA Regional Administrator and the
Director of the Ohio EPA.

o  Part 264.14 and 264.ll7(b) and  (c) - A 24-hour surveillance of the site
will be maintained during closure activities to prevent unauthorized
access.  The use of the facility area must be restricted so that the
monitoring system is not disturbed.

o  RCRA subchapter III, 42 U.S.C. 692l-6939b provides that U.S. EPA may
require corrective action necessary to protect human health or the
environment whenever U.S. EPA determines there has been a release of
hazardous waste from a hazardous waste management facility.

Health and Safety

o  The remedial action contractor must develop and implement a health and
 safety program for his workers.  All onsite workers must meet the
minimum training and medical monitoring requirements outlined in 40 CFR
 1980.

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                                   31
Surface Water

o  The treated groundwater discharged to the Mill Creek will meet the
technical requiregents of Section 402 of the CWA, the National Pollution
Discharge Elimination System  (NPDES) requirements.  Specific chemical
discharge limits will be developed for the groundwater treatment system
that will ensure protection of water quality and aquatic life in the
Mill Creek.  Mill Creek is classified as a limited warmwater habitat.

The range of inorganic contaminants found in the groundwater and surface
water exceeds Federal acute and/or chronic water quality criteria (e.g.,
cadmium, copper, lead, mercury, and zinc).  Ohio water quality standards
are also exceeded  (e.g., cadmium, fluoride, lead and mercury).  Ohio EPA
will determine limits on all parameters for effluent discharges from the
treatment facility based on Mill Creek's designated use and the
appropriate State Standards.  Some further treatment prior to or after the
air stripper may be required.  A bench scale study will be conducted to
determine the need for metals treatment.

Mr

o There are no ARARs directly derived from the Clean Air Act  (CAA).
However, the risk from inhalation of contaminants from either the present
site conditions or as a result of remedial action leads U.S. EPA to take
migitative action i.e., add granular activated carbon to the air stream,
sample for radon gas or its decay products and treat the vitrified off-
gases.

Naturally occurring and accelerator produced radioactive materials (NARH)
are not covered by the Nuclear Regulatory Cormussion but by State
agencies.  The Ohio Department of Health has juridiction in this case.

Ohio Revised Code

ORC Chapter 3734 provides statutory authority for the regulations of solid
and hazardous waste activities in the State of Ohio.  As such, this
chapter as a whole can be applied to any remedial action as a State ARAR.

The Ohio EPA hazardous waste  regulations developed on the basis of Chapter
3734 of the ORC can be found  in Section 3745-50 to 3745-69 of the Ohio
Administrative Code.  These regulations closely track U.S. EPA hazardous
waste regulation with few exceptions.

ORC Chapter 3704 establishes  Ohio EPA's authority to regulate and control
air pollution within the State of Ohio.  The rules developed and
promulgated by Ohio EPA to implement the authorities granted through this
law can be found in Sections  3745-15 to 3745-25 of the Ohio Administrative
Code.

ORC Chapter 6111 establishes  Ohio EPA's authority to set water quality
standards  (Section 611.04) and regulate water pollution sources.  The
rules developed and implemented by Ohio EPA based on Chapter 6111 ORC are
contained  in OAC Section 3745-1 through 3745-13.

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                                   32


ORC Chapter 6109  establishes Ohio EFA's authority to regulate public
water supplies.  The rules developed and implemented by Ohio EPA based on
Chapter 6109 are contained in OAC Sections 3746-81 to 3745-99.

The alternative will meet the technical requirements of ORC Chapter 3734
since these regulations are essentially the same as RCRA with the
exception of 3734.02(H), .05(c)(6), and 3745.53.11.

The air stripper will meet the requirements of ORC Chapter 3704.  The
vitrification off-gases will also meet these requirements.

The State of Ohio, as an authorized state, manages the NFDES program
pursuant to the CWA.  The technical requirements of the State NPDES
program will be followed.

All State ARARs will be met through the implementaion of Alternative 1A.

Table 9 shows the cleanup levels that will be met. (The 10~6 values are
not listed but may be used to develop the ACLs.)  A cumulative list of
ARARs is contained in Chapter 5 of the FS.

Summary Discussion

Considering the various evaluation factors found in SPiRA Section 121(b)(l)
and the National Contingency Plan, Alternative 1A offers a cost-effective
solution to the contamination problem at the site.  The principal threats
posed by the site are direct, contact with on and off-site soils and
ingestion of groundwater.  In order to remedy these threats, Alternative
1A uses treatment as a principal element to the maximum extent
practicable.  It reduces the mobility, toxicity and volume of
contaminants. In-situ vitrification of soils will eliminate the
possibility for contaminants to leach into groundwater.  Groundwater
contaminants (both on- and off-site) will be removed and treated.  This
alternative provides equal protection as Alternative 2A and is
approximately two times less expensive.  The cost is comparable to off-
site disposal costs.

Based on the above analysis and the earlier discussions, the recommended
alternative is fully protective of public health and the environment,
cost-effective, utilizes treatment technologies to the maximum extent
practicable, and will attain all applicable, or relevant and appropriate
Federal and State requirements.  According to Section 121(b)(2), an
alternative remedial action may be selected whether or not such action has•
been achieved in practice at any other facility or site that has similar
characteristics.  The present worth cost of Alternative 1A is $21,731,000
and the annual O&M cost is $94,800.

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                                 Table 9
                                  ARARs
                                  (ug/1)
                              M3JRCRA)
MT.
aldrin
arsenic                         50
barium                        1000
benzene
benzo(a)pyrene
beryllium
cadmium                         10
chlorobenzene
chloroform (trihaloroethanes)
chromium                        50
copper
DDT
dibutyl phthalate
1,2-dichlorobenzene
1,2-dichloroethane
1, l-dichloroethene
dieldrin
ethylbenzene
fluoride
hexachloroe thane
lead                            50
mercury                          2
pentachlorophenol
phenol
2,3,7,8 TCDD
tetrachloroethene
toluene
1,1,1 trichloroethane
trichloroethene
vinyl chloride
   50
 1000
    5
   10

   100
    50
 1,000
   75
    5
    7
  4000

    50
     2
    200
      5
      2
CWA
V1DC (drinking only)

0.0012
0.0031
0.0039
10
488
1,000
0.0012
 0.00033
 0.0011
  2,400
  5,200
     10
  1,010
  3,500
     (0)
     0.88
15,000

     2.8

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                                   33
OPERATION AND MAINTENANCE

The recommended alternative requires seme annual Operation and Maintenance
(O&M) activity to ensure that groundwater will be extracted and treated to
meet ARARs.  After the in-situ soil vitrification is completed, the
treatment facility built, and the extraction system constructed, several
O&M activities must be performed. Unsaturated zone monitoring must be
conducted to determine whether hazardous constituents migrate out of the
treatment zone.  The vegetative cover must be maintained and be capable of
maintaining growth without extensive maintenance.  A run-on and run-off
control system must be maintained.  Onsite groundwater extraction and
treatment will be required for at least five years or until cleanup levels
are met in the groundwater under, and migrating from, the site.  The
groundwater will be monitored.  A fence around the site must be
maintained.
This remedial action start is one of the 175 sites comprising a statutory
goal for remedial action starts by October 1989.  The following are the
key milestones for implementation of the remedial action in the event that
RD/RA negotiations are not successful.

Milestone                                           Date

Approve Remedial Action (Sign ROD)                 December 1987
Initiate Remedial Design/Pilot Studies             April 1988
Complete Remedial Design                           June 1989
Initiate Remedial Action (Award Contract)          August 1989
Complete Remedial Action                           August 1991

FUTURE ACTIONS

Additional studies will be conducted to determine the extent of the
contaminant plume in the lower aquifer from the Pristine, Inc. site.  It
is suspected that there is a multi source groundwater contamination
problem in the area.  Because the problem is widespread, it may be
addressed under additional mechanisms such as new NPL listings, RCRA
corrective action, or Preliminary Assessment/Site Inspection (PA/SI)
activity.

The extent of remediation of the contaminated soil necessary to protect
human health and the environment has been defined based on actual
analytical results obtained during the RI and RI-2, and on modeling
conducted as part of the FS.  In order to assure that an adequate cleanup
will be done at the site, confirmational testing will be done on the soil
which is vitrified as part of the bench and/or pilot scale studies.

Additionally, leachate tests may be conducted to confirm the expected
leachate production capacity of the contaminated soils.  This may be
done in order to confirm these cleanup levels based on leachate production
which were defined in the FS, and the resulting volume of soil that needs
to be vitrified to meet these cleanup levels.

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-a:e V>.
:;/Ob/67
                                                            Iv'E RECORDS
                                              P«I5T2NE INC.. REflDlNS. OHIO
                                     INDEX TO DCCjltMTS REWRDIMS REMEDIAL ACTIONS

                                                             AUTHOR
           BIT >SCNCLCGY,  JC^I'* -OG
                                                             u.S.LP.fl.

                                                             J.5.E.P.fl.

                                                             J. S. E. P. A.

                                                             C.-2* HILL
DATE
                                                                                                      PAGES
          liO

7/SS/8S   ?

i/U/83   105

5/83-4/83 76
•:?«:.;% - .:_.»£
                                                              ii?t hlu. \ ECCLJSY J ENVIRON. : 1/15/83  !50

                                                               5"C\.  INC.                    10/34     17

                                                              .a.E. ?.A.                      10/24/64  £4

                                                                  P.  "YSCN                  4/64-1/85 t2

                                                               r:-N' :%:.                     z/i/ss    60
           RCj£j'.C5IC :£.-OR" I- -^IS'lNE - ClNCINNfi"

:£«tii4. :-,v*s':5A::oN REPORT ;?Pw:sfli

"."" SN CKE^VSTICN JF ;-i&£ II ;j FIELD P30GRAN

5I"E -H>x;\3 \ C'Jj-fi L'? I.NfiRlA'ICN
                         :K 35.   -c.
                                                                                            7.-i5/66   i7!

                                                              iir .-iILL \ ECCLCGY i E-WISON. S/18/86   .SO

                                                              CDLQGY 4 ENVIROfffiENT INC.     i/£7      60
                                                                   4 .
                                                             j.S.E.P.w
 4/67     ll'O

7/21/87   08

:0/26/87  12

\. a.       45

"'         b

'i. fl.       -6

\.t-.       VA.

-------
                                  ODHIN1STWT1VE RECORDS

                               PRISTINE INC.,  REflDING.  Oh!3
                      INDEX TO DOCUNEVTS REGARDING REMEDIAL ACTIONS
                                              fiLTHOR                         DflTE      PflGES
- See 33.  ,\o.7                                U.S.E.P.fl.                      N.fl.       13

 5e« B:.  No.8                                 N.A.                            N.fl.       70

-------
Page No.
10/26/87
                                                               ADMINISTRATIVE RECORDS

                                                           PRISTINE, INC.,  READING,  OHIO
                                                          INDEX TO GEKRAL CORRESPONDENCE
RE.  T:'LE
DESCRIPTION
AUTHOR
DATE
                                                                    PAGES
A

£
3

4

5

D

7


8

3




:o


11

\i

\l


14


15

GENERAL
CORRESPONDENCE
TRIP REPORT
GENERAL
CORRESPONDENCE
GENERAL
CORRESPONDENCE
GENERAL
CORRESPONDENCE
GENERAL
CORRESPONDENCE
GENERAL
CORRESPONDENCE

6ENERAL
CORRESPONDED
GE«ttL
CORRESPONDENCE



GENERAL
CORRESPONDENCE

GENERAL
CORRESPONDENCE
GENERA.
CORRESPONDENCE
GENERAL
CORRESPONDENCE

GENERAL
CORRESPONDENCE

GENERAL
CORRESPONDENCE
DISCUSSION OF PUBLIC ICETIN6 - MARCH 6,
1385
MEETING WITH READING OFFICIALS - 8/80/86
UPDATE ON REMEDIAL INVESTIGATION TO
PAUL HANCOCK
OURSUAKT TO THE CONSENT ORDER OF 4/30/84
- SECTION 2(i)
CONFIRMATION THAT TANKS AT PRISTINE HAVE
BEEN REMOVED - 3/13/8*
CONFIRMATION OF TELEPHONE CONVERSATION
CONCERNING ADMINISTRATIVE ORDER
CONCERN OF CITY OF READING'S PLAN TQ
DEVELOP AN ADDITIONAL DRINKING VATER
tCU. ADJACENT TO PRISTINE SITE"
O.E.D.A. EVALUATION OF SURVEY CONDUCTED
ON THE CITY OF READING WATER SUPPLY
FORKAL SUWTTflL PRESENT!* THE RESULTS
OF BOTH SAMPLING EVENTS IN TABULAR
FORMAT. AND RECOMMENDATIONS FROM
U.S.E.P.A. I C.D.C. REGARDING THE SAFETY
OF yOTER CONSUMPTION
LETTER TO 'RESIDENT REAGAN, CONCERNING
•MASTEFUL SOVERMENT SPENDING AT PRISTINE
SITE, READING, OHIO
RESPONSE TO RILEY N. KIMMAN'S LETTER TO
PRESIDENT REAGAN
ICKJRANDUM: HHLTH ASSESSMENT

CLARIFICATION OF ISSUES RAISED REGARDING
THE EARLIER STUDIES ON THE RI/FS AT
PRISTINE SITE
SLWIT7AL OF STATDCNT OF UORK TO O.EPA
AND REQUEST TO RESPOND TO AN AGREEMENT
OF RI/FS
NOTIFICATION OF PROPOSED SUPERFIN)
PROJECT
MARGARET NcCUE

MARGARET NcCUE
NARY TYSON

RODGER C. FIELD

RODGER C. FIELD

RODGER XIT7

JOSEPH DUFFICY


REX BROUN

MARY TYSON




RILEY N. KINMAN


VLADAS V. ADAMKUS

STEPHEN MARSOUS

MARY TYSON


MARY TYSON


BASIL CONSTANTELOS

3/26/85

8/26/86
9/2/86

6/15/84

5/23/84

3/23/84

5/13/87


3/9/85

2/7/86




3/7/85


4/12/85

11/5/85

4/12/83


3/23/84


5/15/84

   Total
                                                                                           47

-------
3ace NO.   3

                                                           ADMINISTRATIVE RECORDS

                                                       PRISTINE.  INC..  READING.  OHIO
                                                          GUIDANCE ooawEvrs LSED
~ITLE                                                        AUTHOR                                            DflTE
ChE»r:;L. PHYSICAL AA'D BIOLOGICAL PROPERTIES OF COMPOUNDS    U.S.E.P.A.                                           3/85
PRESENT
      £R«£ST ftSScSSMEVT HftNDBOOK flT HflZflRDOUS WASTE SITES    u.S.E.P.fl.                                           8/85

      UND PUBLIC HEALTH EVALUATION "ANUAL                    J.S.E.P.A.                                       '    10/66

         CN S/'F SELECTION OF R£!«EDr                          J.  wINSTON PCRTER                                   12/S*/8S

        ft. INTER IN GUIDANCE FGR 'a? RECORDS CF DECISION      :.  S.INSTCN PORTER                                   7/&4/B7

MANGE ON RADIAL INVESTIGATION UNDER CERCLA              J.S.E.P.A                       •                    5/85

      CE 3N FEASISILTY STuCIES -JNDES CERCJ                  -.5. E.?.A.                                           4/85
I\-*uATION EXPOSURES IS THE nOȣ *3 VCLP'I.E ORGANS         WKL1AN.  J.B.                                        1385
CSN*Ar:sflN-S jF DSI.ShlNG WfER.   SCI.  TO'Au ENVIRONMENT
=C?.'L.S':> Wl^'iv c 2-!"lLE RADIOS Z.P *^E PRISTINE.  INC.  51"  CSCI.                                               :/3;/S6

                                                :N SND       EVE:.T:VE :RDES isjie                               iseo
            :ON ,»^ST-R ?_AN 3R:s*!v£.  INC.                    C.N^ -ILL.  ECIXCSY t EMVIROMCNT I-NC.                1333

5s:K3R3jND :-K:>E*:STRY :* SCTE ROCKS.  SOILS.  PLANTS AND     U'.S.G.S.  PROFESSIONAL OAPER 574-F \  WASHINGTON. o.c    2575
           IN >E XusTEi!«LsaS UNITED STATES
JS£ jF .aS-NOR?ft. STATISTICS IN ENVIRONMENTAL NONITORIN6.     COOPER,  «.J.  ed,  CHEMISTRY IN HATES REUSE.  VOL.  1     1931

-E':X"SEOUS ;€\rwTiCN OF SCHE PESTICIDES AND HERBICIDES   FELDHONN.  R.J..  AND WIBJCH.  H. i.  - TOXICOL. APPL.    1574
A 'AN.                                                      smaRflfiCOL.  c:S:le:6-;3i.
::*E.T:;L :^EL;P"ENT AND RECHARGE OF BRCUNDHATER IN «ILL    ;E:LCGICBL SURVEY WATER SUPPLY PAPER                 1370 «  :5S3
:SEZK vAL_EY. BUTLER AND HAMILTON CXNTIES, OHIO. BASED CN
             ANALV5IS.
    NSlrf-ER. PREs'ICE -.Ai., EN5LE-OOD CLIFFS. %€W JERSE-r.     FREEZE.  R.A..  AND CHERRY.  J.A.                      1979

              EN P::A ;ND &LKD .E>D IN AREAS OF DICING   GALLACHER.  J.E.J..  ELUOOD.  P.C.,  PHILLIPS. K.«.,    ise*
             .  : ARCH. DIS. >I.D. SS:40-"4  i                DAVIES.  P.E.,  AND JONES,  D.T.

             r ";->rc^L :\';KE5 rRC"" RELfi'ICNSHJP OF .A'E*    GI'— IE5,  ". E. .  -ND PALI IN.  r-.V.                     1533
             i\L'.'S»Ji:'."ijiR DISEASE. IN*. ;. F?:;E«IICL.

-------
Page No.
10/28/87
TITLE
                                                          ADMINISTRATIVE RECORDS

                                                       PRISTINE,  INC., READING. OHIO
                                                         GUIDANCE DOOJICNTS USED

                                                            AUTHOR
                                                                                                               DATE
HANDBOOK ON ATMOSPHERIC DIFFUSION.  ATMOSPHERIC TJRBULENCE   HANNA,  S.R., BRIGGS. G.A., AND HOSKU. R.P.
AND DIFFUSION LABORATORY,  NATIONAL OCEANIC S ATMOSPHERIC
ADMINISTRATION.
ASSESSMENT CF HEALTH RISK FROM EXPOSURE TO CONTAMINATED
SOIL. RISK ANALYSIS 5:269-302:

PERSONAL COMMUNICATION WITH FIRE CHIEF
                                                            «AWLEY,J.K.
                                                             "QtLYHEYER,  FIRE CHIEF
INTERFACIAL REACTIONS AND THE FATE OF  HEAVY  TALS  IN  SOIL   HUANG. C.P.. ELLIOT. H.A..AND ASHMEAD.  R.M.
MATER SYSTEMS.  J.  MATES POLLJTI^ CONTROL F-D.  49:745-756
DRAFT SUPERFUKD PUBLIC HEALTH EVALUATION MANUAL  PREPARED
FDR THE OFFICE OF EKER6EXCY AND RE«OIAL SES

REPORT OF THE TASK GROUP ON REFERENCE «AN.
                                                             J.S.E.P.A.  !
                                                                               9265.4-1 )
                                                             5tRGfl«CV -"RESS.  *F*  YORK -  lNT£5NfiT!CW;.
                                                             •IC'WISIOf FOR  RADIDL2GICAL  PRDT-CTIDN  liZS
                                                                                                               i?65
                                                                                                                 1977
                                                                                                                 :965
VETESNflRY MTKlLUGY.  5tn ed.

MEAL^ :»iBLicfi':DNS CF 2.2.7.B-TF
 iTCCDDl CCNTfWINATIDN OF SESIDE^IAL SCI..
                                                                 SND -ESIaER."
                                                            ;. TQX::DL. ENVIRON. HEAL'^ :4:47-rri - •:
                                                            :..:.. r5LK, -. . S"-R. I., A;,D r':iS.. I-.
                                                                                                               :-
                                                                                                     "?-:.•:--.  :?e«
ROLE If SIRKRSE ^EflD IN INCREASE; fODY BLPDiN CF .-J-'u :N    ESV;-:^  ",EML>  ^ESPE".  7:?5-lOi - L--^. .*.„.. ;"4
INVESTIEA'IDNS INTO SOL'RCES 3? -E.-D > TnE r.WI^^EN'  :F     ;::d
      O1LDERN.
FLUX CF GASES ACROSS THE AIR-SEA IVTESFflCE. NA'.-RE
£47:161-164

^NDBOOK CF CHEKICAL PROPERTY ESTIMATION »TrCC3:
£NVIROM€NTAL E&AVIOR OF ORGANIC CCHPOUNCS'.
                                                             .ISS.  ;.S. ;ND SLS'ER. P.G.
                                                             -:C-=«--L. 3JC.<  ::r:-ANY,  \£«  »CSK - ..,»;,N, I..;.
                                                                                                               :375
                                                                                                                1574
    )TIC FATE PROCESS DATA FOR ORGANIC PSIC9ITY ;C-_..-i',-3.    -;P£>,  ».s..  i«I>.  J...-!.,  :CK.L. ^.'.. :;.-,SG\,
PREPARED BY SRI  INTERNATIONAL FOR u.5. ENVIRONMENT^         XL.,  'iLi.,  J..  ->.0u.  *.w. ,  Zv'ES. ;. . ^"RIJSE.
PROTECTION AGENCY, OFFICE OF W~R SESJLA'ICvS ft\D           I.-.,  JABER,  -.,  iND VANDt^Er.S,  D.
STA^DARDS. !«N1TORIN6 AND DftT; SUPPORT D.'VISIJN,  ^SHINGTC'N.
D. C,  EPA CONTRACTORS 68-01-2667 SND o8-03-i981
 ftGISTRY  OF TOXIC EFFEC'S OF ZHE'ICAu kBrs

-------
Page No.
10/28/87
TITLE
                                                           ADMINISTRATIVE RECORDS

                                                       PRISTINE,  INC.,  READING,  OHIO
                                                          GUIDANCE DOCUMENTS USED

                                                             AUTHOR
                                                   DATE
CINCINNATI, OHIO. NATIONAL CLIMATIC DATA CENTER,
ASHEVILLE NORTH CAROLINA.

PERSONAL COMMUNICATION.

CITY OF READING, HAMILTON COUNTY, OHIO, INVENTORY REPORT

'RANSFORWATIONS OF TTTRACHLCROETHANE AND TRICHLOROETHANE
IN MICROCOSMS AND BRGUNDWATER.
CCNMERCIAL
                 OND WRXETINS GUIDE.  K4th ed.
EXPOSURE TO LEAD BY ^E ORAL AND THE PULMONARY ROUTES OF
CHIDERN LIVIN6  IN THE VICINITY OF A PRIMARY LEAD SMELTER.
              FLJO?:DE  1377.  NATIONAL RESEARCH COUNCIL OF
CANADA, sRC ASSCCIS'E Xf*:"I-  3N SCIENTIFIC  CRITERIA FOR
ENVIROMtNTAL DUALITY.  OTTatfl. CANADA, NRCC So. :6081
 RI3< SNALYSIS  FDR  T^DD CONTAXINATED SOIL.  OFFICE  OF
itA^'H AND ENV:RON"D»TAL ASSESSMENT, U.S. EPA,
 rflSiI.SGTON, D.C.   EPA  eCiO-6-« 1-031

 AIR QL'ft-ITY ftSSESSIEV W  LAND  DISPOSAL OF INDUSTRIAL
«ASTE£. ENVIRON. MANAGE. 6:297-305

 3ERSONAL  SDMWJNICA^ION,  READING  «ATER  TREATMENT  5LAKT.

 KU»US DOIS™. J>N  *l'J?t (  SONS, NEW YORK

 PERSONAL  COMHJNICATION . LOCXLAKD WATER TREATMENT  £>JNT.

 •CKKBOOK  OF ATMOSPHERIC DISPERSION ESTIMATES,  u.s.
 OEPARTI-eWT OF HEALTH,  EDUCATION  AND WELFARE, CINCINNATI,
 OHIO.

 NATIONAL  ENGINEERS r^DBOOK.  SECTION 4i  KrDRXOBY

 SOIL  SURVEY OF HAMlLTuN COUNTY,  OHIO.  SOIL CONSERVATION
 SERVICE.  COLUMBUS. OHIO.

 1IXINB MEISHTS,  HIND SPEEDS,  AND POTENTIAL FOR URBAN AIR
 POLLUTION *«SOu6nCUT r^E CONTISClS UNITED  STATES.  OFFICE
 J SIR P'OGSAMS.  DIVISION OF flETESOLOSY.  RESEARCH
 JARX,  NCRTH CAROLINA.  PB-iC7l03
NEED,  E.A.                                          P-BRUARY :2,  ;5e

OHIO ENVIRONMENTAL PROTECTION AGENCY (OEPA)         :384

RES. TECHNOL.  op56-59                              FEBRUARY,  ;3ft4


RAND McNALLV AND CO.                                1983

ROELS, H.A., BUOCT,  J.P., LAUUERYS, R.R.,
BRUAUX, P., CLAEYSTHOREAU, F., LAFONTAINE,  A.,      1980
AND VERDUYN, G.  - ENVIRONMENTAL RES. £2:81-94

ROSE,  D. AND MARIER,  J.R.



SCr*UK, J...                                       1984



SHEN, T.J.                                         1982


SHORTER, D.                                        FEBRUARY,  isec
                                                                 o

STEVINSON,  F.J.                            '         1982

SURBER, S.                                         FEBRUARY,  ::3£'

TURNER, B.D.                                        1970



U.S.  DEPARTMENT OF AGRICULTURE                     1372

U.S.  D£3«RT»ENT OF AGRICULTURE                     AtC-UST 1362

-------
P*ge No.   *
10/28/87
TITLE
                                                           ADMINISTRATIVE RECORDS

                                                       PRISTINE,  INC.,  REPDIN6,  OHIO
                                                          GUIDANCE DOCUMENTS USED

                                                             AUTHOR
DATE
AMBIENT WATER DUALITY CRITERIA FOR POLYNUCLEAR AROMATIC    '  U.S.  EPA
HYDROCARBONS.  OFFICE OF UATER REGULATIONS AND STANDARDS,
CRITERIA AND STANDARDS DIVISION.  EPA 440/5-80-069
      QUALIFY ASSESSMENT: A SCREENING PROCEDURE FOR TOXIC    U.S.  EPA
AND CONVENTIONAL POLLUTANTS. PART 1. ENVIROM€NTAL RESEARCH
JURATORY, 37 ICE OF RESEARCH AND DEVELOPMENT.
=EDERAL REGISTER PART V, NATIONAL OIL AND HAZARDOUS
SUBSTANCES CONTINGENCY PLAN
                                                             U.S.  EPA
fEALTH EFFECTS ASSESS*VT FOR LEAD.  ENVIRONMENTAL CRITERIA  US.  EPA
AND ASSESSMENT OFFICE, CINCINNATI, OHIO EPA 540/1-86-055
NAT:GNA. PRIORIT:ES LIST. 876 CURRENT AND PROPOSES SITES
IN ORDER CF RANKING AND BY STATE.

jlIDANCE ON FEASIBLE S'JDIES UNDER CE?CLA.
-AZARMuS WAST! ENGINEERING RESEARCH LABORATORY,
CINTINNRTI, OHIO.

rEALTH ADV'ISORY FOR HAD. DRAFT.  OFFICE OF DRINKING
WATER, UflSHINGTON, D.C.

CADMIUM *ALTH ADVISORY. DRAFT. OFFICE OF DRINKING
WiTER , WASHINGTON, D.C.

DRINKING WATER CRITERIA DOCUMENT FOR CADMIUM.  FINAL
DR«n. CRITERIA AND STANDARDS DIVISION, OFFICE OF
DRMI«€ WATER, WASHINGTON, D.C.
         3UIDELINES FOR DC HRATH RISK ASSESSMENT OF
>E.»!lCflL KUTJRES  (50 FR 1170-1176).
          : EAST QUADRANGLE, OHIO-HAKILTON co. 7.5 MINUTE
SERIES  (TOP06RAPNIC). PHOTOREVISED 1961

DRAFT SUPERFUND EXPOSURE ASSESSMENT MANUAL. PREPARED
FOR OFFICE OF EMERGENCY AND REMEDIAL RESPONSE, U.S.,
EPA, WASHINGTON. D.C.
                                                             u.s.  EPA


                                                             J.S.  EPA



                                                             U.S.  EPA


                                                             U.S.  EPA


                                                             U.S.  EPA



                                                             U.S.  EPA


                                                             U.S.G.S.


                                                             VERSAR, INC.
                                                                                                               OCTOBER 1980
                                                                                                                1332
JULY :6,:9fl3
                                                                                                                 1984
OCTGfiER 1984
APRIL :3fi5
SEPTEMBER 15S5
APRIL I9fl5
JANUARY 1985
1981
1986

-------
 Page No.  7
 ::/06/B7
 REC.  TITLE
DESCRIPTION
          ADMINISTRATIVE  RECORDS


       PRISTINE,  INC., READING, OHIO
INDEX  TO  DUOJMENTS  REGARDING PUBLIC AFFAIRS


                                AUTHOR
DATE     PAGES
 1    PUBLIC AFFAIRS  U.S.EPA ORDERS SURFACE CLEAN UP BY PRI57IIC,  INC.


 2    PUBLIC AFFAIRS  FACT SHEET: PRISTINE,  INC.  SITE


 3    PUBLIC AFFAIRS  PUBLIC (€ETIN6: READING,  OHIO,  AGENEDfl


 4    PUBLIC AFFAIRS  DISCUSSION OF PUBLIC MEETING - MARCH 6,  1985
                                                                    HARY  TYSON         3/20/84


                                                                    U.S.E.P.A.  REG.  V    3/85


                                                                    U.S.LP.A.  REG.V  3/6/85


                                                                    MARGMET  McCUE     3/26/85
 5    PuEtlC AFFAIRS  OFFICIAL NE*S RELEASE TO BRIEF RESiDENTES ON PRISTINE,  INC.  SITE    *WY TYSON         2/21/85


 o    PUBLIC AFFAIRS  CCVER LETTER FOR FACT SHEET - TO PERSONS INTERESTED IN PRISTINE     MARY TYSON         3/23/86


 7    PUBLIC AFFAIRS  FSCT ShEF: SUPERFUND PR06RAK REMEDIAL INVESTIGATION UPDATE         U.S.E.P.A.           7/86
                                                                1


                                                                4


                                                                1


                                                                1


                                                                1


                                                                1


                                                                4
*** "ota; •*«
                                                                                                                         :3

-------
Pioe NO.   I
10/88/87
TITL£
    ADMINISTRATIVE RECORDS

PRISTINE,  INC.,  READING,  OHIO
 INDEX TO T>€ PLEADINGS FILE

           AUTHOR
DATE
:EMRT!€NT OF JUSTICE TRANSJIITTAL TO U.S. ATTORNEY

J. S.  vs. LON6S - COMPLAINT
J.S.  vs.  .ONG - •€» :N SUPPORT OF IltQIflTE ORDER IN
AID CF ACCESS
           (DOJ)                           3/6/87

           U.S.  ATTORNEY - SOUTHERN         3/12/87

           DISTRICT OF OHIO

           U.S.  ATTORNEY                  5/7/87
I'.S vs. LONGS - COURT ORDER GRAFTING ACCESS
           U.S. ATTORNEY
5/12/87

-------
                  Administrative Record  Index (Continued)



CERCLA as Amended by SARA

National  Oil  and Hazardous Substances Contingency Plan  (NCP),  40  CFR  Part  300

Letter from Lee M. Thomas to Honorable James J.  Florio  dated May  21,  1987

Interim Guidance on Compliance with Applicable or Relevant  and  Appropriate
Requirements  by J. Winston Porter dated  July 9,  1987

Hazardous Waste Management System; Land  Disposal  Restrictions;  Final  Rule
40 CFR Part 260 et a!..  Friday, November 7,  1987

Letter from Mary Tyson  to Donald Sullivan dated  November 25, 1987,  with
attachment

"In Situ Vitrification  of Transuranic Waste:  An Updated System Evaluation
and Applications Assessment".  Battelle,  March 1987

June 25, 1987 - Letter  from Pristine Group (Jernigan) to U.S.  EPA (Conway)

July 9, 1987  - Letter  from Pristine Group (Sullivan)  to U.S. EPA  (Dufficy,
               Tyson,  Conway)

August 7. 1987 - Letter  from Pristine PRP Group  (Sullivan)  to  U.S.  EPA  (Tyson)

August 11, 1987 - Letter from  U.S. EPA (Conway)  to Pristine Group (Sullivan)

August 13, 1987 - Letter from  U.S. EPA (Conway)  to Pristine Group (Jernigan)

September 17, 1987 - Memorandum from Weston  (Rae Mindock) to U.S. EPA (Tyson)

October 19, 1987 - FOIA  request from Dames and  Moore  (Fred  Erdmann) to U.S. EPA
                   (Robert Hartian)

October 28, 1987 - Letter from Pristine  Group (Sullivan) to U.S.  EPA  (Conway)

November 6, 1987 - Letter from Pristine  Group (Sullivan) to U.S.  EPA  (Conway),
                   with  attachment

November 9, 1987 - Letter from Weston (Mindock)  to Dames and Moore  (Erdmann)

November 18,  1987 - FOIA response from U.S.  EPA  (Mary Gade) to  Dames  and Moore
                    (Erdmann)

November 24,  1987 - Letter from Pristine Group (Sullivan) to U.S.  EPA
                    (Jenni fer  Hal 1)

No/ember 25,  1987 - Letter from U.S. EPA (Tyson) to Pristine Group  (Sullivan),
                    with attachment

December 3, 1987 - Letter from U.S. EPA  (Conway) to Pristine Group  (Sullivan)

-------
                                   -2-





December 22,  1987  -  FOIA  response  from U.S. EPA (Gade) to Pristine  Group  (Sullivan)



Public Comment  Draft Feasibility Study, Pristine, Inc., November 12,  1987



Addendum to the Remedial  Investigation, Pristine, Inc., December 28,  1987

-------
                 SUMMARY OF REMEDIAL ALTERNATIVE SELECnOSr
                               PRISTINE,  INC.
                               READING, OHIO
SITE LOCATION AND DESCRIPTION

The Pristine, Inc. site is located in southwestern Ohio in the City of
Reading (population 12,843), a suburb of Cincinnati.  The site occupies
approximately two acres in the northeast quarter of Section 33, Township 4,
Range 1 in Hamilton county, Ohio (Figure 1).  The site is bordered by
residential and industrial areas (Figure 2).  Cincinnati Drum Service,
directly west of the site, cleans, reclaims, and recycles steel drums.
Carstab Corporation, directly south of the site, manufactures synthetic
stabilizers and plasticizers.  The irrTnediate eastern limit of the site is
bordered by Conrail Railroad right-of-way.  Three hundred feet northeast of
the site, beyond the railroad, is a residential trailer park.  The land to
the north is owned by the City of Reading.  Eight municipal water supply
wells serving the citizens of Reading are located approximately 300 feet r
northwest of the site.

Mill Creek flows from north to south approximately 600 feet west of the
site.  The creek is not used as a drinking water source or for recreational
purposes although intermittent fishing in the creek has been observed.  It
discharges to the Ohio River 14 miles downstream.  The average yearly
precipitation is approximately 40 inches.  Approximately six inches is
accounted for by recharge to groundwater flow systems.

The Pristine, Inc. site is situated over the buried valley of the Deep
Stage Cincinnati River, a glacial-aged river fed by meltwater that eroded
several hundred feet into shale and limestone bedrock.  Outwash and other
glacially derived sediments, which are about 180 feet thick in the vicinity
of the site, were subsequently deposited in this valley.  The Pristine,
Inc. site is situated on a low terrace that is about ten feet higher than
the floodplain of Mill Creek, which now drains the valley.  The edge of
this terrace is marked by an escarpment which coincides with the western
border of the site.  The Pristine, Inc. site is not located within the 100
year flood plain, or in a wetlands area.

The site geology consists of five distinct soil units (Figure 3), fill,
upper lake sediment glacial till, lower lake sediment, and lower outwash
deposits.  There are two aquifers under the site.  The upper aquifer lies
within the upper lake sediments and the lower aquifer lies within the lower
outwash deposits.  Within the upper lake sediments, there are three lenses
that are interconnected; the upper, middle, and lower lenses.  The upper
aquifer consists of three perched water systems flowing within the lenses
in different directions moving downward through the till to the lower
aquifer  (Figure 4).  At the eastern edge of the site, the upper aquifer
system lies directly on top of the lower aquifer.

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oreot'KJ By CM2M MILL Novemoe' 1983
                        FIGURE 1
                    SITE LOCATION MAP
                    PRISTINE, INC. SITE

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Grain FacMtot
                                                                                Municipal
                                                                                  Wa«
                                                                                  FMd
                                                                                Municipal
                                                                                 Fly-Avh
                                                                                Dtopoaal
                                                       TraiarParh
G     v

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Thlcfcn««t
 0-10
              (»t.)
 0 - 4«
10 - 48
    16
 •orlr>9
 Cnd*d in
 ThU Unit
                                  Fill

                                  Upper Lake Sediment (Upper Aquifer)
                                      Upper Outwesh Lena  (UOL)

                                      Middle Outwaah Lena  (MOD

                                      Lower Outwaah Lena  (LOL)
                                  Glacial Till
                                  Lower lake aediment
                                  Lower outwash deposita (Lower Aquifer)
                          FIGURE   3

         GENERALIZED COLUMN UNDER THE PRCTfJE. WC. STTE

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                                           FIGURE 4
                                 CONFIGURATION of UPPER AQUIFER
                                  in RELATION to LOWER AQUIFER

                                        PRISTINE INC. SITE
5/5
565
555
545
5J5
525
515
505
                                                                                                   575
                                                                                                   585
                                                                                                   555
                                                                                                   545
                                                                                                   535
                                                                                                   535
                                                                                                   515
                                                                                                  5O5

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                              FOR T>JF RFYT3RD OF DECISION
                           PRISTINE, INC. SITE
                              READING,  CHIO
PURPOSE
This decision document represents the -selected remedial action for the
Pristine, Inc. site in Reading, Ohio.  It was developed in accordance with
the Conprehensive Environmental Response, Compensation, and Liability Act
of 1980  (CERCLA), as amended by the Superfund Amendments and
Reauthorization Act of 1986 (SARA), and to the extent practicable, the
National Contingency Plan (40 CFR Part 300).

The State of Ohio has been consulted on the selected remedy and has
indicated that a letter of concurrence is forthcoming.
The selection of remedy is based upon the Pristine, Inc. Site
Administrative Record.  The attached index identifies the items which
comprise this record.
               SELECM'HI
This final source control remedial action consists of the following:

     Excavation and onsite consolidation of 1,725 cubic yards of sediment
     and soil;

     In-situ vitrification to an average depth of ten feet across the
      site ;

     Installation of a french drain along the eastern site boundary;

     Extraction of groundwater from the lower outwash lens/ lower aquifer
      using at least one extraction well;

     On-site treatment of groundwater using air stripper with discharge to
     Mill Creek;

     Decontamination of structures followed by removal and disposal at a
      solid waste landfill; and

     Access and deed restrictions, and groundwater monitoring.

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DECLARAnCN
The selected remedy is protective of human health and the environment,
attains Federal and State requirements that are applicable or relevant and
appropriate, and is cost-effective.  As mandated by CERCIA as amended by
SARA, the remedy satisfies the preference for treatment that reduces
toxicity, mobility, or volume as a principal element.  Finally, I have
determined that this remedy utilizes permanent solutions and alternative
treatment technologies to the maximum extent practicable.
Date
Valdas V.
Regional Administrator
U.S. EPA, Region V

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DECLARATION FOR THE RECORD OF DECISION AMENDMENT
Site Name and Location

Pristine, Inc.
Reading, Ohio

Statement of Basis and Purpose

This decision document presents the new soil component  of  the
Pristine, Inc. remedial action in Reading, Ohio. The Record  of
Decision (ROD) is being amended for the soil component  in
accordance with the requirements of the Comprehensive
Environmental Response, Compensation and Liability Act  of  1980
(CERCLA) , as amended by the Super fund Amendments and
Reauthorization Act of 1986  (SARA) and to the extent practicable,
the National Oil and Hazardous Substances Pollution Contingency
Plan (NCP) .  This decision document explains the factual and
legal basis for amending  the  soil component for the Pristine,
Inc. site.  The remaining components of the remedy are  identical
to the ROD executed on December 31, 1987.

The Ohio Environmental Protection Agency concurs wirn amending
the Pristine, Inc. ROD.

Assessment of the Site

Actual or threatened releases of hazardous substances from this
site, if not addressed by implementing the response actions
selected in this Record of Decision (ROD) Amendment, may present
an imminent and substantial threat to public health, welfare, or
the environment.

Description of the Revised Remedy

The overall remedy components are now as follows:

                                  the top one foot of so it
                                                   across
           and all other soils from the present ground
  surface to four feet below ground surface that contain
  semi -y ol a t i^e^prgafnjt^rcompounds and pest d^c ides in*
  excels "6 f^ Performance Goals and rSJfeand.a1r,ds^.,  In  tf
  addition, on-sliger incinera t ion. • of sediments: and,, i..^
  necessary, gU!rt«P>nwr^tfWari^C^|g«agic Pit will^occuri
  The Magic Pit "is' a~ cdncrete linea pit which was used to
  store and treat hazardous materials on-site. ,.,~t^^
  Incinerator 'residue r&U^vbia^oiaced back on the"sit'e*?- .
                            'cap if it meets substantive

  depth- of approximatelyi- 12 :'. f eet ^  The in-situ soil vapor
  extraction system will be used to ctaMMM» the upper

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          aquifer.  The extracted groundwater will be treated at
          the site using carbon adsorption;

     3.    Performance of an additional groundwater investigation
          to delineate fully the lower aquifer contamination
          associated with the Pristine site in order to design
          and construct an extraction and treatment system.  The
          conceptual design, based on current information, calls
          for the installation of a groundwater extraction weK.
          to withdraw contaminated groundwater from the lower
          aquifer and lower outwash lens of the upper aquifer;

     4.    Construction and operation of an air stripping system
          >to'treat lower aquifer groundwater and a carboni:
          adsorption system to treat upper aquifer groundwater;

     5.    Decontamination and demolition of all on-site
          structures and disposal of the debris in a sanitary
          landfill;

     6.    Construction of a fence along the western edge of the
          property to restrict access;

     7.    Deed restriction*, and

     8.    Installation of a groundwater monitoring system orr\and
          near the site to monitor groundwater flow and quality.

Declaration of Statutory Determinations

The selected remedy is protective of human health and the
environment, complies with Federal and State requirements that
are legally applicable or relevant and appropriate to the
remedial action, and is cost effective.  This remedy utilizes
permanent solutions and alternative treatment technologies to
the maximum extent practicable for this site.  Treatment of the
principal threats of the site are achieved and the remedy
satisfies the statutory preference for treatment as a principal
element.


of remealar adtion to ehsuret^fS^t^^^aeay^ continues to provide
adequate protection of human health and the environment.  A five
year review is necessary because this remedy will result in
hazardous substances remaining on-site above health based levels.
Valdas V. AdanOcus     /?                     Datte
Regional Administrator
U.S. EPA, Reoion V

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      Decision Summary for the Record of Decision Amendment


1.   Site Background

     In November 1987, U.S. EPA notified over 130 Potentially
     Responsible Parties (PRPs) of their liability at Pristine,
     Inc. and invited them to negotiate with U.S. EPA for the
     design and construction of the final remedy.  A 120-day
     negotiation period was established and ended March 29, 1988
     without an agreement.   The remedial design was begun with
     the initiation of an Interagency Agreement with the U.S.
     Army Corps of Engineers (U.S.A.C.O.E.).

     On March 31, 1988, the PRPs proposed the use of in-situ soil
     vapor extraction technology instead of in-situ
     vitrification, claiming that in-situ soil vapor extraction
     would be equivalent to the performance of in-situ
     vitrification.  The U.S. EPA and the U.S.A.C.O.E. evaluated
     the PRPs' proposal and determined that while in-situ soil
     vapor extraction would address the volatile organic
     compounds, it would not, however, mitigate the threats from
     semi-volatile organic compounds and pesticide contamination
     in the surface soils.

     Upon incorporation of incineration as a means of addressing
     the non-volatile contaminants and pesticides, negotiations
     were reopened with the Pristine PRPs and an agreement was
     reached between U.S. EPA and the Pristine PRPs in December
     1988, contingent upon U.S. EPA amending the December 1987
     ROD by replacing in-situ vitrification with
     incineration/soil vapor extraction as the soil component of
     the remedy.

2.   Highlights of Community Participation

     The Proposed ROD Amendment and technical review documents
     have been made available to the public in the administrative
     record located at the Valley Public Library, Reading, Ohio
     and the Reading City Hall.  The notice of availability of
     these documents was published in the Cincinnati and Reading
     newspapers.  A public comment period on the documents was
     held from November 6,  1989 to December 6, 1989.  In
     addition, a public meeting was held on November 30, 1989.
     At this meeting, representatives from U.S. EPA answered
     questions about problems at the site and the ROD Amendment
     under consideration.  A response to the comments received
     during this period is included in the Responsiveness Summary
     which is part of this ROD Amendment.

3.   Description of Soil Remedy Change

     The soil component of the December 1987 ROD consisted of
     in-situ vitrification for the upper twelve  (12) feet of soil

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across the site.  The in-situ vitrification will be  ^placed
with incineration/soil vapor extraction.  See Figure : and
Figure 2 for a layout of the Pristine, Inc. Site anc i Zone
location map.  The following are the major componen4 , for
the soil component of the remedy:

1.   Excavation and incineration (mobile on-site thermal
     treatment) of:

     a)   the top one (1) foot of soil across Zone A (the
          volume to be incinerated will be determined by a
          boundary survey);

     b)   sediment from the drainage ditches along the
          northwest boundary of Zone A and along the
          northern boundary of Cincinnati Drum Service
          (existing data and additional sampling will be
          used to delineate the volume of sediment to be
          treated);

     c)   all Zone A soils that contain non-volatile
          contaminants above the Performance Goals and
          Standards outlined in Table 1 from a level of one
          (1) foot below present grade to a level of four
          (4) feet below present grade;

     d)   all Zone B soils that contain non-volatile
          contaminants above Performance Goals and Standards
          in Table 1 from present grade to a level of four
          (4) feet; and

     e)   Magic Pit (located in Zone B) soils that contain
          non-volatile contaminants above Performance Goals
          and Standards in Table 1 to a level of four (4)
          feet below and to a level of four (4) feet onto
          the three unexposed side walls of the Magic Pit
          itself.

2.   The incinerator ash will be tested to determine if the
     ash meets delisting criteria established under RCRA and
     Ohio Solid Waste Regulations.  If the delisting
     criteria are met, the ash will be disposed of as a
     solid waste on Zone A under the RCRA multi-media cap.
     Alternative treatment/disposal methods will be
     required if portions of the ash do not meet delisting
     criteria; and

3.   Design, construction, operation and maintenance of an
     in-situ soil vapor extraction (ISVE) system, which
     shall include an off-gas control system, to mitigate
     VOC contamination in Zone A and Magic Pit portion of
     Zone B soils.  As a result of ISVE, the upper twelve

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                                  TABLE I

                       PERFORMANCE GOALS AND STANDARDS
                              SOIL AND SEDIMENT

A.  Volatile Compounds
     Chemical                               Concentration (ug/kg)
     Benzene                                       116
     Chloroform                                  2,043
     1,2-Dichloroethane                             19
     1,2-Dichloroethene                            285
     Tetrachloroethene                           3,244
     Trichloroethene                               175

B.  Non-volatile Compounds
     Chemical                               Concentration (ug/kg)
     Aldrin                                         15
     DDT                                           487
     Dieldrin                                         6
     PAHs                                           14
     2,3,7,8-TCDD (Dioxin)                            0

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          (12) feet of Zone A and the Magic Pit portion of Zone B
          will be dewatered, including the upper outvash lens.
          Groundwater extracted from the ISVE trenches and well
          points will be treated in the Facility treatment plant
          using carbon adsorption.  A multi-layer cap sh'll be
          installed over Zone A to minimize water infiltration
          to the Zone A soils and shall meet the RCRA performance
          criteria for the duration of the post closure period of
          30 years.  The RCRA cap will also prevent short
          circuiting of air to the portion of the ISVE system to
          be constructed, operated and maintained in Zone A.

4.    Performance Goals and Standards

     The Performance Goals and Standards that the soil/sediment
     cleanup must meet are presented in Table 1.  The
     soil/sediment Performance Goals and Standards are based on a
     cumulative 1 X 10~6 incremental lifetime cancer risk of
     eleven indicator compounds examined in the RI Public Health
     Evaluation.

5.    Evaluation of the New Soil Remedy and the Previously
     Selected Soil Remedy

     The nine evaluation criteria U.S. EPA considers when
     selecting a remedy and a comparative analysis between the
     previously selected soil component and the new soil remedy
     are listed below:

          o    Overall Protection of Human Health and the
               Environment - Both the new recommended soil remedy
               and the previously selected soil remedy provide
               adequate protection of human health and the
               environment by mitigating and minimizing risk
               through treatment and institutional controls.
               Each remedy uses treatment to the maximum extent
               practicable.

          o    Compliance with ARARs - Both the new recommended
               soil remedy and the previously selected soil
               remedy would meet-all applicable or relevant and
               appropriate requirements of Federal and 3tate
               environmental laws.

          o    Long-term Effectiveness and Permanence - The new
               recommended soil remedy and the previously
               selected soil remedy would treat the contaminated
               soil to levels which protect identified receptors.
               The treatment technologies employed would be
               effective in the long-term and permanent because
               the contaminants of concern would be removed from
               the soil and destroyed, or trapped in a solidified

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Drainage

  Ditch
                                                                            Runoff

                                                                            Collection

                                                                            Pit
                                                                                                            o

                                                                                                            i
                                                                                                            pi
                  Conrall
                                   Pristine Site  Layout Map

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 \   \\\\\    \\ ,
 A  .Mil.  r*.'r-
/     \ l»l   /  (—
                        K)

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mass.  Both remedies require the same degree of
long-term maintenance and monitoring as both have
cap or soil cover maintenance requirements.

Reduction of Toxicity. Mobility, or Volume - Both
the new recommended and previously selected soil
remedies provide a significant reduction in the
toxicity, mobility, or volume of soil contaminants
through the use of permanent treatment
technologies.

Short-term Effectiveness - Both the new soil
remedy and the previously selected soil remedy
present some degree of short term risks to on-site
workers and potentially to businesses and
residences near the site through potential air
emissions.  The air emissions from the in-situ
soil vapor extraction/incineration technology
combination are easily controlled and monitored.
Air emissions will be funnelled to a pipe or
stack, where they would be controlled and
monitored.  The air emissions from in-situ
vitrification technology  are more difficult to
control because they are emitted from a large
surface area, as opposed to a stack.  The new soil
remedy will take approximately seven years to
complete while the previously selected soil remedy
would take three years to complete.

Implementability - The new recommended soil remedy
component offers several advantages over the
previously selected soil remedy component in terms
of implementability.  Incineration and in-situ
soil vapor extraction are proven technologies and
are easily implemented.  Administrative approvals
are necessary as the trial burn, incineration
residue testing, and residue disposal program must
be approved by the U.S. EPA  and the State.  With
the exception of the mobile on-site incinerator,
all services and materials are readily available.
The recommended change in the soil remedy does not
cause any additional long-term maintenance or
monitoring requirements.  On the other hand, the
in-situ vitrification technology is_not proyen^p.r,.

U.S. EPA plann^F^lovwnnRSrsHtu- vitrfficatioS?
another site in Ohio prior to implementing the
technology at the Pristine site.  This however has
not occurred.  Therefore, a full scale field test
would need to be conducted before implementation
of in-situ vitrification at Pristine.  In
addition, because in-situ vitrification is still

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an emerging technology, the number of firms
offering the necessary services to design and
implement it is limited.

Cost - The total cost for design and construction
of the new recommended soil remedy and the
previously selected soil remedy are listed below:

New Soil Remedy                    $11,270,000
Previously Selected Soil Remedy    $19,417,000

A cost comparison between in-situ vitrification
and incineration/soil vapor extraction is located
in Table 2.

State Acceptance - The State of Ohio concurs with
the new soil remedy.

Community Acceptance - The specific responses to
public comments are located in the Responsiveness
Summary.

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                     PRISTINE SOIL REMEDY COST COMPARISON
In-situ Vitrification3
                       In-situ Soil  Vapor Extraction
                            Incineration
Excavation          19,000
Vitrification   10,600,000
                       Excavation3          33,000
                       Vapor Extraction13 3,000,000
                       Incineration0     2,433,000
                       RCRA Capa           447,000
                       Soil Sampling13      250,000
CONSTRUCTION   $10,619,000
  SUBTOTALS	

Health & Safety  1,062,000
  Contin. 10%
Bid Contin. 20%  2,124,000
Scope            2,124,000
  Contin. 20%	

Construction   $15,929,000
  Total	

Legal 5%           796,000
Construction     1,593,000
  Services 10%	

Total          $18,318,000
Implementation
Costs
Engineering
  Design 6%
1,099,000
TOTAL COSTd    $19,417,000
                                        $6,163,000
                                           616,000

                                         1,233,000
                                         1,233,000
                                        $9,245,000
                                           462,000
                                           925,000
                                       $10,632,000
638,000
                                       $11,270,000
aBased on Pristine Feasibility Study costs
bU.S. EPA conservative estimate based on other sites
C3,600 yd3 top 1 ft of site + 1,125 yd3 Magic Pit + 1,000 yd3 sediments =
  5,725 yd3 at $425/yd3, per FS ash delisted and placed back on-site
^Does not include O&M present worth

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                  PRISTINE, INC. SUPERFUflu fc!.«:TE
                          READING, OHIO

                      RESPONSIVENESS  SUMMARY


Summary of Comments Received During the Public Comment Period


1.   Comment:  Riley Kinman, Pristine, Inc.

     The No Action Alternative is the only appropriate response
     for the cleaned Pristine, Inc. site under CERCLA.

     U.S. EPA Response: The No Action Alternative is not
     appropriate for the Pristine site.  Risk levels remaining at
     the site are above levels the U.S. EPA deems acceptable to
     protect human health and the environment.  Please see the
     Pristine, Inc. public health evaluation and the previous ROD
     Responsiveness Summary.

2.   Comment: Riley Kinman, Pristine, Inc.

     The comments provided on Dec. 3, 1987 are attached and are
     still valid and are hereby made a part of this comment
     document.

     U.S. EPA Response: Since this ROD Amendment is an addendum
     to the original ROD, your previous comments and U.S. EPA
     responses are still part of the public record for the site.

3.   Comment: Riley Kinman, Pristine, Inc.

     We were pleased to see the U.S.  EPA agreed with us, finally,
     on the in-situ vitrification proposal.

     U.S. EPA Response: U.S. EPA's decision to modify the soil
     component of the remedy was based upon an evaluation of the
     same criteria utilized in the original ROD.  While the
     Agency believes that the original remedy provides a good
     balance among those criteria, the hew soil component
     provides an even better balance of the nine criteria.

4.   Comment: Riley Kinman, Pristine, Inc.

     Incineration of Pristine soils may produce a large quantity
     of sulfur dioxide (S02) at the site if the elemental sulfur
     in the soil is caused to burn.

     U.S. EPA Response: The emissions from incineration of soils
     at the Pristine site will meet all National Ambient Air
     Quality Standards for sulfur dioxide.  U.S. EPA has
     determined that these standards are protective of human
     health arid the environment.

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5.   Comment: Riley Kinman, Pristine,  Inc.

     S(>2 production at the site by this procedure would be in
     violation of the Clean Air Act and Comprehensive
     Environmental Response, Compensation and Liability Act of
     1980.

     U.S. EPA Response: Please see U.S. EPA response for Comment
     4.

6.   Comment: Riley Kinman, Pristine,  Inc.

     Demolition of buildings at the Pristine site and disposal in
     a sanitary landfill does not appear consistent with the U.S.
     EPA strategy for recycling and reuse to minimize disposal in
     scarce sanitary landfills.

     U.S. EPA Response: While the Agency is committed to the
     broadest possible application of the concept of recycling,
     we are limited by the space available at this site.  The
     successful implementation of this remedy is dependent upon
     removal of all surface soils for incineration and the
     necessity of having an impermeable cap to prevent short
     circuiting during the vapor extraction phase.  These needs
     combined with the need for a staging area and water
     treatment plant location preclude the relocation of the
     demolition material on-site.
                   \
7.   Comment: Riley Kinman, Pristine,  Inc.

     Deed restrictions do not appear appropriate for the Pristine
     site.

     U.S. EPA Response: Deed restrictions are necessary since
     hazardous materials will remain on-site under a RCRA cap.
     Deed restrictions will prohibit any activities that would
     affect adversely the integrity of the cap.  The cap must not
     be disturbed to prevent the migration of the remaining on-
     site contaminants.

8.   Comment: Riley Kinman, Pristine,  Inc.

     It is doubtful that the remedies proposed will do anything
     substantive to improve the quality of groundwater at the
     site, due to the presence of other sources of pollutants at
     the site that will not be addressed by these remedies.

     U.S. Response: The Agency is aware of Pristine's setting
     within- a regional groundwater problem.  However, from the
     Remedial Investigation, it is also obvious that the site is
     introducing its own contaminant loading to the aquifer.

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     Thus, remedial action at the Pristine site is necessary to
     eliminate contaminants attributable to the Pristine site
     from the regional groundwater problem.  Also, should the
     need arise, the Agency retains the authority to respond to
     any emergency conditions, including groundwater
     contamination, identified in the region.

9.   Comment: The Pristine Group

     The Pristine Group strongly supports the Agency's decision
     to select in-situ soil vapor extraction/incineration as the
     remedy for the'Pristine, Inc. facility rather than the
     experimental ia-situ vitrification remedy that was
     originally proposed.  The vapor extraction/incineration
     remedy is not only entirely consistent with the requirements
     of CERCLA, but :is also more protective of the environment
     because of in-situ vitrification's propensity to cause
     migration of chemicals away from the site.

     U.S. EPA Response: The U.S EPA agrees that the
     incineration/soil vapor extraction remedy will achieve the
     same cleanup standards and provide a better balance of the
     nine criteria that U.S. EPA uses in selecting a remedy.
     However, the statement that in-situ vitrification promotes
     chemical migration of chemicals has not been proved one way
     or the other.  'The U.S. EPA considers the original soil
     component and the new soil component equally protective of
     human health and the environment.

10.  Comment: The Pristine Group

     Many of the inorganic compounds and metals detected in
     groundwater samples from lower aquifer wells occur naturally
     (e.g., calcium, iron, magnesium, manganese, potassium,
     sodium).  The statement that "their presence in the
     groundwater indicates groundwater quality has been
     compromised" is not correct to the extent it implies that
     these substances originated from the Pristine Site.

     U.S. EPA Response:  Due to the diverse amount of waste taken
     to the Pristine, Inc. facility, the possibility exists that
     calcium, iron, magnesium, manganese, potassium and sodium
     were present in waste delivered and are breakdown products.
     The commentor is correct that many of the above listed
     compounds occur naturally and additional sampling during the
     design phase will verify if they are naturally occurring.

11.  Comment: The Pristine Group

     The ESD states that the Pristine incinerator ash "contained
     furans and dioxins."  As a point of clarification, it should
     be pointed out that the 2,3,7,8-TCDD congener, which is

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     considered to be the most toxic of the dioxin and /'..ran
     compounds, was not detected in the incinerator residue or
     soil samples collected during the RI (with the exception of
     one soil sample where the compound was also detected in the
     laboratory blank sample, indicating laboratory
     contamination of the sample).   Further, since dioxins
     exhibit a high affinity toward soil and tend to remain on or
     near the surface of the soil (see Health Assessment Document
     for Polychlorinated Dibenzo-p-Dioxins," EPA/600/8-84/014F,
     September 1985),  and since such compounds have a low
     solubility in water, it is unlikely that the groundwater
     would become contaminated with dioxins.  No dioxin has been
     detected in any prior groundwater sample at the Pristine
     Site.

     U.S. EPA Response: The dioxins and furans mentioned refer
     to total dioxins and furans and not just 2,3,7,8 TCDD
     congener.  In addition, the commentor is correct that dioxin
     was not detected in sampling performed in the Remedial
     Investigation, but the statement "it is unlikely that
     groundwater would become contaminated with dioxins" is based
     upon conjecture.   Additional sampling and analysis during
     Remedial Design will verify the presence or absence of
     dioxin.
12.   Comment: The Pristine Group

     The EPA states that "in-situ soil vapor extraction would
     work as well as in-situ vitrification for VOCs."  In fact,
     the soil vapor extraction technology is the better
     technology because, unlike in-situ vitrification, it does
     not provide a driving force for the uncontrolled migration
     of organic compounds.  In this regard, the gradual heating
     of the soil zone with in-situ vitrification forces the
     volatile compounds to migrate away, particularly through the
     more permeable soil zones.  (See Battelle Pacific Northwest
     Laboratory Report: "In-situ Vitrification of Transuranic
     Wastes:  An Updated Systems Evaluation and Applications
     Assessment," March 1987.)
                                   •
     U.S. EPA Response: The U.S. EPA disagrees with the commentor
     that in-situ vitrification is not as effective as in-situ
     soil vapor extraction for treating volatile organic
     compounds.  In-situ vitrification treats volatiles, semi-
     volatiles, and pesticides, in contrast to in-situ soil vapor
     extraction, which only treats volatile organic compounds.
     Please see U.S EPA response to Comment 9.

13.   Comment: The Pristine Group

     Figures 3 and 4 are conceptual only and should be described

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     as such.

     U.S. EPA Response: Figures 3 and 4 are included in the ROD
     Amendment to give the public a general picture on how the
     soil vapor extraction system operates.  The Figures are not
     intended to be design documents.

14.  Comment:: The Pristine Group

     The statement, "The new recommended site remedy would take
     approximately seven years to complete while the previously
     selected soil remedy would take approximately 3 years to
     complete", is misleading.  Overall, both remedies would take
     the same length of time to complete because the lower
     groundwater extraction/treatment system would be the same
     for both.

     Furthermore, the in-situ vitrification component has a
     longer lead time for implementation than the vapor
     extraction component.  As originally planned, the in-situ
     vitrification component was to have been tested at another
     site (Greiner's Lagoon) before implementation at the
     Pristine Site.  However, as acknowledged in the ESD (pg 10),
     that test has not been conducted.   Thus, since EPA maintains
     that the vitrification component must be subject to at least
     a "full scale test" before being considered for use at
     Pristine, the time required for completing the vitrification
     component at Pristine is uncertain —and in fact is probably
     much longer than that required for the soil vapor extraction
     methodology.  At the very least, it cannot be concluded that
     the vitrification component could be completed sooner than
     the vapor extraction component.

     U.S. EPA Response: The commentor is correct in stating the
     overall Pristine, Inc. timeframe from the original ROD to
     the new site remedy is identical,  since the groundwater pump
     and treat has not changed.  Nevertheless, on a day to day
     implementation basis, the in-situ vitrification component
     should require as much as 4 years less to complete than the
     incineration/soil vapor extraction combination.  Also, a
     full scale test for in-situ vitrification at Parsons
     Chemical in Michigan is near implementation.

15.  Comment: J.A. Bischof, Millcreek Valley Conservancy District

     On behalf of the Millcreek Valley Conservancy District we
     would urge your office in carrying out any corrective action
     at this site to eliminate the flow of any contaminated water
     into the east branch of the Mill Creek since that drainage
     may endanger the completed project and those maintaining
     that facility.

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     U.S. EPA Response: The remedy for the Pristine, Inc. site
     will not discharge contaminants into Mill Creek.  All
     effluent discharged into Mill Creek from the soil vapor
     extraction and groundvater pump and treat systems will meet
     Federal and State discharge requirements.

16.  Comment: Concerned Citizen

     "The City has been informed about ineffective water wells
     since 1943.  It appears someone has their priorities
     reversed.  The article I read concerning the procrastination
     of the city to do anything alarms me.  Their cavalier
     attitude toward the public's well being and the agencies not
     pursuing the issue, to resolve a problem that defines Super
     Fund imminent danger, appears contrary to the approach they
     have taken toward this PRP group - 18,000,000.00?"

     "The wells have been surrounded by heavy industry for years.
     The thought of these so-called toxins migrating since the
     government took over the site and nothing being done amazes
     me!  Is there a problem?  Are the facts correct or
     overstated regarding contaminants found on the site close to
     the wells.  Your studies indicate a potential problem but
     not imminent.  The water wells are imminent".

     "Your desire to clean up the site is admirable, but myopic.
     The real public danger is with the agencies's penchant, to
     penalize and deceive the public, instead of working together
     to encourage waste solutions.  The citizens of Reading have
     been deceived for years.  Did they shut down Exxon or Union
     Carbide for their atrocities,, or did our constitutional
     currency interfere?"

     "What did this small corporation do to create an expense of
     18 million dollars?  I cannot wait to read your response
     when it is published."

     U.S. EPA Response: Absent future corrective actions, the
     Pristine, Inc. site does pose an imminent and substantial
     endangerment to the public health and the environment.  If
     the site remains as is, contaminants will continue to
     migrate from the site and further affect the lower aquifer
     which is a source of drinking water.  Risk levels calculated
     for the site in its current state are above those U.S. EPA
     deems acceptable to protect human health and the
     environment.

     Currently, the City of Reading's water supply is in
     compliance with the State and Federal standards and is
     subject to routine monitoring.  U.S. EPA is aware that
     Pristine is part of the regional groundwater problem.

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17.  Comment: Pam Speers, Reading Ohio

     "The question on many peoples mind concerning the
     environment deals mainly with the tax payers money use in so
     called "clean-up".  Cleaning up the environment is good,  but
     to continue to push stupid issues just to soak  the people
     of America for money is ludicrous.  How does the public
     even know if superfund money was used to clean-up the site
     in Reading."

     "According to the article and newspaper in the library,
     superfund money wts designed, but I believe a released
     itemized statement showing the breakdown of monies issued
     would be more appropriate.  I believe the only superfund
     money spent in Reading, Ohio was the issue of salaries to
     the absent minded EPA people working on a dead issue.  My
     God people, the site has been cleaned up for years.  What
     else can we do?  How much money is being pocketed by the
     "EPA Group"?  Are you on commission?  You people just want
     to kick a sleeping dog.  There is no just reason for more
     law suits and penalties against "...nase people.  Maybe the EPA
     should take a long look at their ~easons for continuing the
     harassment.  Is it personal?, Pu_.ic? , What then?  Making
     examples of small business versus  he wonderful government
     site of Fernold, plus Exxon, Chemc_ne, and Union Carbide
     Corporation is hardly what the tax payers of America want.
     Examples are not worth tax money.  It can be used for more
     responsible tasks.  Get busy with "Imminent Danger" sites
     and stop bleeding the people of Reading, Ohio and America."

     U.S. EPA Response: Absent future corrective actions, the
     Pristine, Inc. site does pose an imminent and substantial
     endangerment to public health and the environment.  The
     responsible parties are voluntarily funding the cleanup at
     the Pristine, Inc. site, so the use of Superfund monies is
     not needed.  In addition, monies already spent by U.S. EPA
     are being reimbursed by the responsible parties.  Both
     considerations allow U.S. EPA to focus its limited resources
     on those sites where voluntary private party actions are
     impossible.

18.  Comment: Concerned Citizens of Reading, Ohio

     "After reviewing the Material at the Reading Library,  t
     appears the USEPA has forced the PRP Group into a sett ement
     that is not only costly but greatly overstated, regarding
     the method and amounts of contamination.  The cleanup
     started back in 1980, and it is now 1989, Evidently this
     site has been on a priority list that the federal USEPA
     uses to determine the most dangerous sites.  This list
     consist of firms that have put the public in imminent danger
     or risk of being harmed.  If the site has been in the hands

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                           8

of the USEPA and State for nine years, (that is longer than
the Pristine site existed), then wouldn't the USEPA be
responsible for some of the cost regarding this supposedly
"imminent dangerous" site?  Is this site  or should this
site even be on this priority list?  According to some of
the information in the Remedial Investigation and
Feasibility Study, the site should not cost the public
$18,000,000.00 through higher prices.  If the site is a
priority superfund site, you would think that the people who
have been in charge for the past nine years.  At least the
owners or someone did more in one and one half years than
the USEPA has done.  Who is guilty?  Is this superfund
deception drawn out unreasonably to make the Agency look
good for cleaning up a site, that, according to studies and
affidavits submitted is clean."

"Does the USEPA know something that they don't want to admit
for their own selfish benefit?  Is the site clean?  You must
justify and substantiate the decision, forcing corporations
to pay for a site where there are various differences and
feelings regarding the studies and what should be done to
this site.  These decisions greatly reflect the
constitutional freedoms of every citizen in the United
States."

"It is ironic but the publics only harm may come from its
own government and agencies.  This is a problem that is
paramount, it has and will continue to have a huge adverse
effect on our economy an desire to provoke interest in the
future to eradicate environmental problems.  The government
should take a different approach if there is any difference
on the method and monies needed to eliminate this problem.
Your reward would be greater felt by all if you took a more
logical approach."

"In summary, why does the government sponsored studies
indicate that $18,000,000.00 should be spent for a site that
is rated 531 out of 734, and the #2 rated site is only going
to cost $20,000,000.00?  Cleanup has already taken place and
studies show that the site is clean and safe.  Your efforts
are fine, but to spend $18,000,000.00 for a site, according
to your studies is clean is ludicrous."

"Thank you for reading this, concerned citizens deserve a
response.  We are concerned and want corporations to pursue,
in a prudent and legal manner on ideas and methods to handle
hazardous waste safely.  Pristine attempted and appears
their insight to handle future environmental problems  (which
are numerous) was truncated by an unfair, nearsighted
agency."

U.S. EPA Response:  The U.S. EPA does not agree with your

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     statement that the Pristine, Inc. site is clean.  Acceptable
     risk levels of 1 additional cancer case in a million are
     exceeded in both soil and groundwater at the Pristine, Inc.
     site by as much as 10,000 times in a worst case scenario.
     The funds to be spent to cleanup the site and past costs of
     U.S. EPA will be paid by the responsible parties.  The
     Agency shares your concern about having only legally
     reputable and competent companies in the waste disposal
     industry.

     The ranking of the Pristine, Inc. site on the National
     Priorities List does not have a bearing on the cost of the
     remedy since the nature and extent of contamination was not
     determined prior to scoring the site.

20.  Comment: Coalition of Reading

     "After reviewing some of the articles that have been written
     since the Pristine, Inc. case,  we have discovered an article
     that seems to depict a double standard with the USEPA, Ohio
     EPA on how they handle private corporations versus city or
     municipal problems.  The article written in the Cincinnati
     Enquirer (May 5, 1989) indicated that environmental
     officials, dating back to 1943, have been trying to persuade
     the city of Reading to upgrade their water system.  EPA
     official more recent, in the same article, indicated that
     the water wells are surrounded by industrial plants.  The
     levels of contamination exceeds the Federal standards but
     the state according to the article will not take any legal
     action as long as the city is earnestly pursuing an
     alternative, ignoring the ongoing and very imminent water
     treatment problems.  The proof is obvious, but the state is
     giving them a chance even though the proof is there and has
     been for years. The state knowing the treatment facility is
     antiquated and not doing the job, is sad commentary from
     officials who have shown some disregard to the public
     health, which seems more threatened by this than the so
     called migration of contaminants from a nearby site that,
     according to studies, have not been proven."

     "The toxins that have been identified in the lower aquifer,
     originate from what direction,  and do they match the toxins
     found at the Pristine site?  It appears, according to
     studies and articles at the library, that the so called
     phantom imminent danger and abandoned site criteria have
     been ignored.  The real issues to the citizens of reading
     should be the water wells themselves and their location.
     This problem is real and not based on potential and is an
     imminent danger to the public health, which is what
     superfund is all about."

     "What an enormous amount of money and effort wasted while

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                           10

the real danger of having inadequate water wells still
exist.  Maybe we should alert the toxins that they are
migrating from somewhere to wait until we take care of some
of the paper work.  Is there a real problem?  What do these
R.I. and Feasibility studies really show?  The citizens will
pay again through higher cost because the government is
playing games.  Any discrepancies or question marks
regarding data should be answered and justified.  This site
should not cost the public and citizens of the United States
$18,000,000.00 so an agency who so far has only cleaned up
27 sites out of 1200 promote their unnecessary quest.  Start
now and do something that the citizens will be proud of and
won't have to pay for."

U.S. EPA Response: To the best of the U.S. EPA's knowledge/
the water being consumed by the users of the Reading public
water supply is safe even if individual production wells are
contaminated.  Should this not be the case and no
alternative exists, the U.S. EPA has the authority and
responsibility to assure that the situation is remedied.
The Superfund law was enacted with a goal of total cost
reimbursement and/or private party cleanup implementation
for each site.  At the Pristine site all of the government's
past costs and the complete burden of the remedy's
implementation is being taken up by the responsible parties.

Comment: William A. Bronnin, Reading, Ohio

"How could the EPA ever ok a site like this for chemical
waste.  It is located next to a creek and one hundred yards
from a residential suburb.  I personally think the EPA
should be held accountable for the damage and buy all the
property around this area.  The people that live in or near
the area have a higher cancer rate anywhere else in the
world."

"How could the EPA have 19.4 million dollars ok'd for
cleanup over two years ago, and not do this cleanup.  What
are you waiting for."

"The second method is no good because you waited to long.
The chemicals are much deeper than 12 feet underground."

"I have lived by this waste site for 28 years.  My neighbors
children tell stories of seeing the workers burying drums
under ground 15 or 20 years ago."

"The people in this area think it is hopeless to talk to
government officials.  They feel and I do too, that the EPA
doesn't care about people.  They just want to harass and
collect more money from tax payers."

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                           11

"If the EPA is not going to clean-up this mess, which was
their fault to begin with, I know they will never cleanup
the metro sewer system which has been obsolete for 25
years."

U.S. EPA Response:  The Pristine, Inc. facility was a
private corporation that was poorly operated.  The remedial
investigation determined the nature and extent of
contamination with the data showing that the surface
contamination has not migrated away from the site, but
groundwater has been affected by the Pristine contamination.
The responsible parties have agreed to finance the cleanup
of the site to levels which are protective of human health
and the environment.  The property surrounding the Pristine,
Inc. site is not contaminated, therefore it is not required
that properties be purchased.  Once the cleanup is
completed, the potential for migration of contamination
offsite will be eliminated.

The U.Sc EPA was going to fund the original remedy and try
to recover costs at a later date from the responsible
parties, but the responsible parties submitted a proposal to
cleanup and finance the site remedy if U.S. EPA changed the
soil component of the Pristine ROD.  The U.S. EPA, U.S. Army
Corp of Engineers and the State of Ohio reviewed the
responsible parties' proposal and determined that the
necessary cleanup standards would be met with the new remedy
for the contaminated soil.  The design for the site remedy
should begin in a few months.

Your concern that chemicals have migrated more than 12 feet
below the surface will be verified in the design phase when
we will perform additional sampling.  Sampling performed
during the Remedial Investigation was the source of the 12
feet.  In addition, during the Remedial Investigation,
extensive underground testing for buried metal such as drums
was performed and it was determined that buried materials
were not present at or near the site.

The Agency encourages public participation and will
periodically issue fact sheets to keep the public updated on
the progress of the cleanup at the Pristine, Inc. site.  The
Agency plans to oversee an effective cleanup at the
Pristine, Inc. site that is protective of human health and
the environment.

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       PRISTINE,
          ONISI
          MARCH 1987
                                              JL> SITE
                                              DH3KEE
Pages  Date

100+   3/29/88





4      7/27/88




50     8/5/88





3      8/15/88



2      8/22/88




2      8/24/88





16     12/6/89




6      12/6/89




1



30+



90+
 Pitle
Petition for EPA
to Consider New
Info & Reconsider
ROD

Follow-up to
7/20/88 technical
meeting

Evaluation of
SVE at Pristine
Proposed Remedy
Offer
Author

Pristine
Group PRPs
               Recipient

               J. Duff icy
               USEPA
Dave Ross      J.Dufficy
Pristine Group USEPA
AOOE - EA      USEPA
Engineering,
Science &
Technology, Inc.

Dave Ross      T. Oonway
Pristine Group USEPA
Conditions for      Dave Ross      F. Covington
Reopening Pristine  Pristine Group USEPA
Remedy Negotiations

Response to 8/22/88 Dave Ross      F. Oovington
letter accepting    Pristine Group USEPA
negotiation
conditions
Explanation of
Significant
Differences

Fact Sheet for
ROD Amendment
& Consent Decree

Newspaper
Advertisement

Public Meeting
Transcript

Consent Decree &
Remedial Action
Plan & Attachments
T.Alcamo
USEPA
USEPA
USEPA
USEPA
United States
Pristine PRPs
               Public
               Public
               Reading
               File
               District
               Court
Doc Type

Report
                              Letter
                              Report
                              Letter
                              Letter
                              Letter
Plan
Fact
Sheet
News Ad


Transcript


Decree

-------