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143
-------
Progress Toward Implementing SUPERFUND
Fiscal Year 1989
APPENDIX
c
Record of Decision Abstracts
This appendix provides detailed descriptions of
FY89 feasibility studies (FSs), as required by
CERCLA section 301(h)(l)(A). These
descriptions are based on Records of Decision
(RODs) signed from October 1, 1988 through
September 30, 1989. The RODs of the first and
second remedial actions of the Fairchild
Semiconductor (Mountain View Plant), CA, have
been combined into one ROD abstract. EPA
signed 139 RODs in FY89 and four ROD
amendments, which are summarized in this
appendix by 143 abstracts.
Each abstract provides background information
on the Superfund site, including the date on which
EPA signed the ROD, former user of the site, type
of operation, contaminants of concern, and
previous clean-up actions. Each abstract also
includes a description of the remedial alternative
selected in the ROD and provides information on
the use of alternative or resource recovery
treatment technologies and on the performance
standards or goals for the site. Each abstract also
includes the site's NPL rank for sites on the NPL.
Proposed NPL sites and all federal facility sites are
placed into groups (Gr) corresponding to groups
of 50 on the final NPL. The table of contents for
this appendix also lists the NPL rank or group
number for a site. Federal facility sites are
identified by placing an "(F)" after the site's group
number. All sites abstracted in the appendix are
listed alphabetically according to the site name and
are grouped by EPA Region.
145
-------
Progress Toward Implementing SUPERFUND
Fiscal Year 1989
TABLE OF CONTENTS
ROD ABSTRACTS
REGION SITE
1 Auburn Road Landfill
Baird & McGuire
Kellogg-Deering Well Field
Norwood PCBs
O'Connor Co.
Pinette's Salvage Yard
Saco Tannery Waste Pits
South Municipal Water Supply Well
Sullivan's Ledge
Wells G&H
W.R. Grace & Co., Inc. (Acton Plant)
2 BEC Trucking
Bog Creek Farm
Byron Barrel & Drum
Caldwell Trucking Co.
Chemical Insecticide Corp.
Ciba-Geigy Corp.
Claremont Polychemical
Clothier Disposal
De Rewal Chemical Co.
Ewan Property
Federal Aviation Administration Technical
Fulton Terminals
Glen Ridge Radium Site
Marathon Battery Corp.
Montclair/West Orange Radium Site
North Sea Municipal Landfill
Pepe Field
Picatinny Arsenal
Port Washington Landfill
Preferred Plating
SMS Instruments, Inc.
Vineland Chemical Co., Inc.
Vineland State School
3 Ambler Asbestos Piles
Bally Ground Water
Craig Farm Drum
Croyden TCE
CryoChem, Inc.
Douglassville Disposal
Havertown PCP
STATE NPLRANK PAGE #
Center
NH
MA
CT
MA
ME
ME
ME
NH
MA
MA
MA
NY
NJ
NY
NJ
NJ
NJ
NY
NY
NJ
NJ
NJ
NY
NJ
NY
NJ
NY
NJ
NJ
NY
NY
NY
NJ
NJ
PA
PA
PA
PA
PA
PA
PA
565
14
451
890
788
676
333
579
743
349
38
837
332
538
52
Grll
184
799
654
575
188
Gr 10(F)
562
197
858
198
702
692
Gr7(F)
291
627
535
42
419
655
512
924
801
927
106
487
150
151
152
153
155
156
158
159
160
161
162
163
164
165
166
167
168
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
187
188
189
190
191
192
193
195
146
-------
Progress Toward Implementing SUPERFVND
Fiscal Year 1989
TABLE OF CONTENTS
ROD ABSTRACTS
(continued)
REGION SITE
3 (cont) Hebelka Auto Salvage Yard
Henderson Road
Kimberton Site
M.W. Manufacturing
New Castle Spill
Ordnance Works Disposal Areas (Amendment)
Publicker Industries, Inc.
Reeser's Landfill
Strasburg Landfill
Whitmoyer Laboratories
Wildcat Landfill
4 Aberdeen Pesticide Dumps
American Creosote Works, Inc. (Persacola Plant)
American Creosote Works, Inc. (Jackson Plant)
Amnicola Dump
Cape Fear Wood Preserving
Carolawn, Inc.
Celanese Corp. (Shelby Fiber Operations)
Chemtronics, Inc. (Amendment)
Ciba-Geigy Corp. (Mclntosh Plant)
Kassouf-Kimerling Battery Disposal
Newsom Brothers/Old Reichhold Chemicals, Inc.
Smith's Farm
Stauffer Chemical Co. (Cold Creek Plant)
Stauffer Chemical Co. (LeMoyne Plant)
Sydney Mine Sludge Ponds
5 Adrian Municipal Well Field
Alsco Anaconda
Auto Ion Chemicals, Inc.
Big D Campground
Bowers Landfill
Byron Salvage Yard
Cemetery Dump
Cliffs/Dow Dump
Cross Brothers Pail Recycling (Pembroke)
E.H. Schilling Landfill
Galesburg/Koppers Co.
Hedblum Industries
Industrial Excess Landfill
Ionia City Landfill
STATE
NPLRANK PAGE#
PA
PA
PA
PA
DE
WV
PA
PA
PA
PA
DE
NC
FL
TN
TN
NC
sc
NC
NC
AL
FL
MS
KY
AL
AL
FL
MN
OH
MI
OH
OH
IL
MI
MI
IL
OH
IL
MI
OH
MI
778
404
888
258
488
581
44
852
838
266
842
142
51
623
418
672
767
203
864
130
131
287
744
249
753
473
717
337
764
834
182
684
668
653
396
652
638
536
175
808
196
197
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
147
-------
Progress Toward Implementing SVPERFVND
Fiscal Year 1989
TABLE OF CONTENTS
ROD ABSTRACTS
(continued)
REGION SITE
5 (cont) Kysor Industrial Corp.
Laskin/Poplar Oil Co.
Miami County Incinerator
Midco I
Midco II
New Brighton/Arden Hills (Amendment)
New Brighton/Arden Hills
Ninth Avenue Dump
Northernaire Plating
Ott/Story/Cordova Chemical Co.
Outboard Marine Corp.
Waite Park Wells
Wauconda Sand & Gravel
Wausau Ground Water Contamination
Wausau Ground Water Contamination
Wedzeb Enterprises, Inc.
Whitehall Municipal Wells
Windom Dump
6 Homestake Mining Co.
Motco, Inc.
Pesses Chemical Co.
Sheridan Disposal Services
Sheridan Disposal Services
South Valley
United Creosoting Co.
7 Arkansas City Dump
Chemplex Co.
Cherokee County
Doepke Disposal (Holliday)
Findett Corp.
Hastings Ground Water Contamination
Johns' Sludge Pond
Kern-Pest Laboratories
Solid State Circuits, Inc.
Lawrence Todtz Farm
Vogel Paint & Wax Co.
STATE
NPLRANK PAGE#
MI
OH
OH
IN
IN
MN
MN
IN
MI
MI
IL
MN
IL
WI
WI
IN
MI
MN
NM
TX
TX
TX
TX
NM
TX
KS
IA
KS
KS
MO
NE
KS
MO
MO
IA
IA
678
569
69
262
865
40
40
438
64
136
87
781
132
905
905
812
606
496
663
27
920
866
866
88
537
100
Gr4
55
234
Gr 10
386
571
687
517
154
804
238
239
240
241
243
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
148
-------
Progress Toward Implementing SUPEKFUND
Fiscal Year 1989
TABLE OF CONTENTS
ROD ABSTRACTS
(continued)
REGION
8
10
SITE
Burlington Northern Railroad (Somers
Tie-Treating Plant)
Libby Ground Water Contamination
Monticello Radioactively Contaminated Properties
Sand Creek Industrial
Woodbury Chemical Co.
Atlas Asbestos Mine
Beckman Instruments (Porterville Plant)
Coalinga Asbestos Mine
Coast Wood Preserving
Fairchild Semiconductor (Mountain View Plant)
Fairchild Semiconductor (South San Jose Plant)
Firestone Tire & Rubber Co. (Salinas Plant)
IBM (San Jose Plant)
Intel Corp. (Mountain View Plant)
Koppers Co., Inc. (Oroviile Plant)
Litchfield Airport Area
Nineteenth Avenue Landfill
Purity Oil Sales, Inc.
Raytheon Corp.
Sacramento Army Depot
San Fernando Valley (Area 1)
South Bay Asbestos Area
Commencement Bay, Neashore/Tideflats
Northside Landfill
Northwest Transformer
STATE NPLRANK PAGE #
MT
MT
UT
CO
CO
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
AZ
AZ
CA
CA
CA
CA
CA
WA
WA
WA
Grll
528
629
36
300
288
665
289
305
Grl6
310
284
Grll
879
704
283
119
329
880
Gr7(F)
390
306
394
918
694
276
278
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
302
303
149
-------
Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 1
(Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont)
NPLRank: 565
AUBURN ROAD LANDFILL, NH
Second Remedial Action - Final
September 29,1989
The Auburn Road Landfill site consists of four
former land disposal areas on 200 acres of land in
Londonderry, Rockingham County, New
Hampshire. The four disposal areas, referred to
as the Old Town Dump (3 acres), the Tire Dump
(4 acres), the Solid Waste Area (6 acres), and the
Septage Lagoon (1 acre), are sources of soil and
ground-water contamination at the site. Land
bordering the site is occupied primarily by private
residences, and includes wetlands, streams, and a
pond. In 1979, after verifying that industrial
wastes were being disposed of at the site, the state
prohibited further disposal of drums. Since 1980,
69 monitoring wells have been installed and
numerous test pits have been excavated at the site.
In 1986, EPA removed approximately 1,000 drums
of waste materials from the site, the majority being
removed from the Old Town Dump area. The first
operable unit for the site was completed in
December 1987, when all residences identified as
being potentially impacted by site ground-water
contamination were connected to a local public
water supply. Concurrently the site owner erected
a seven-foot high fence around the Old Town
Dump, the Tire Dump, and the Solid Waste area.
A second drum removal was conducted in October
1988 when EPA removed 16 drums from the Old
Town Dump and 300 drums from the Tire Dump.
This ROD represents the second and third
operable units for the site and includes ground-
water remediation and reducing residual soil
contamination which is a contamination source to
ground water. The primary contaminants of
concern affecting the soil and ground water are
VOCs including benzene, toluene, TCE, and PCE,
and metals including arsenic and lead.
The selected remedial action for this site
includes downgradient ground-water pumping and
on-site treatment using chemical coagulation and
precipitation to remove metal contaminants and
air stripping to remove VOCs, which will be
collected in a vapor phase carbon adsorption
system; on-site discharge to recharge trenches;
ground-water monitoring; and placing a
multilayered natural and synthetic cap over each
source area. The estimated present worth cost for
this remedial action is $24,100,000, which includes
annual present worth O&M costs of $1,460,000.
Performance Standards or Goals
Target clean-up levels were selected for
ground-water treatment that are consistent with
drinking water standards set by Safe Drinking
Water Act MCLs or proposed MCLs. Chemical-
specific ground water goals include benzene 5 ug/1
(MCL), toluene 2,000 ug/1 (MCL), PCE 5 ug/1
(PMCL), TCE 5 ug/1 (MCL), arsenic 50 ug/1
(MCL), and lead 50 ug/1 (MCL). Direct contact,
ingestion, and inhalation of soil contaminants and
further migration of contaminants to ground water
will be prevented by capping.
Institutional Controls
Not applicable.
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NPLRanfc 14
BAIRD & MCGUIRE, MA
Third Remedial Action
September 14, 1989
The Baird & McGuire site is a former chemical
manufacturing facility in northwest Holbrook,
Massachusetts, approximately 14 miles south of
Boston. The 20-acre site is situated in a wetland
area within the 100-year floodplain of the Cochato
River which lies to the east. From 1912 to 1983
the company operated a chemical manufacturing
and batching facility on the property.
Manufactured products included herbicides,
pesticides, disinfectants, soaps, floor waxes, and
solvents. Waste disposal methods at the site
included direct discharge into the soil, nearby
brook and wetlands, and a former gravel pit (now
covered) in the eastern portion of the site.
Underground disposal systems were also used. The
South Street wellfield, part of the municipal water
supply for Holbrook, is within 1,500 feet of the
Baird & McGuire property. The last operating
well was shut down in 1982 due to organic
contamination which possibly originated from the
site. EPA conducted a removal action at the site
in 1983 after a waste lagoon overflowed, spreading
contaminants into the Cochato River. The
company ceased operating shortly thereafter. A
second removal action was conducted in 1985,
following the discovery of dioxin in site soils. EPA
also conducted an Initial Remedial Measure at the
site from 1985 through 1987 that involved
constructing a new water main to direct water away
from the site, removing building structures, and
installing a temporary cap. In 1986, a ROD was
signed to address on-site ground-water treatment
and incineration of contaminated soil. This ROD
addresses the Cochato River sediment
contamination. The primary contaminants of
concern affecting the sediment are organics
including PAHs and pesticides, and metals
including arsenic.
The selected remedial action for this site
includes placement of river silt curtains
downstream of the site; excavation and on-site
incineration of approximately 1,500 cubic yards of
contaminated sediment; backfilling excavated areas
with clean fill and on-site placement of treated
sediment; restoration of wetland areas; and long-
term surface water and sediment monitoring. The
estimated present worth cost for this remedial
action is $1,656,000, which includes annual O&M
costs of $22,000.
Performance Standards or Goals
Sediment will be treated to a 10"5 to 10"6
excess cancer risk level. Chemical-specific goals
include DDT 19 mg/kg, chlordane 5 mg/kg, PAHs
22 mg/kg, and arsenic 250 mg/kg. In addition,
environmental exposure to the above contaminants
will be reduced to the mean Sediment Quality
Criteria that are numerical standards protective of
aquatic life and its uses.
Institutional Controls
Not applicable.
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NFL Rank: 451
KELLOGG-DEERING WELL FIELD, CT
Second Remedial Action
September 29, 1989
The Kellogg-Deering Well Field site is a
10-acre contaminated municipal well field in
Norwalk, Fairfield County, Connecticut, that
includes adjacent source areas that contribute to
the well field contamination. The site lies within
the Norwalk River's 100-year floodplain and
consists of four municipal drinking water wells that
supply approximately 25 percent of the water for
the 45,000 residents in Norwalk. The city detected
elevated TCE levels in the wells during routine
monitoring in 1975 and subsequently shut down
unacceptably contaminated wells until a redwood
slat treatment system was installed in 1981. EPA
conducted a remedial investigation between 1984
and 1986 leading to a 1986 ROD that required the
city to operate an air stripping unit. EPA
conducted a subsequent remedial investigation in
1987 that further defined the contaminated
ground-water area and identified the Elinco/Pitney
Bowes/Matheis Court Complex, located east of the
site and upgradient of the well field, as a source of
ground-water contamination. This ROD, the
second of three planned operable units, addresses
the major source area. The primary contaminants
of concern affecting the soil and ground water are
VOCs including benzene, PCE, TCE, toluene, and
xylenes.
The selected remedial action for this site
includes on-site in situ vacuum extraction followed
by carbon adsorption to remediate soil underlying
the major source area at the court complex;
ground-water pumping and on-site treatment using
air stripping followed by off-site discharge; and
periodic sampling of ground water, soil vapor, and
indoor air. The estimated present worth cost for
this remedial action is $9,100,000, which includes
a present worth O&M cost of $3,034,000 for 30
years.
Performance Standards or Goals
Chemical-specific goals for ground-water
cleanup are based on MCLs and include benzene
5 ug/1, toluene 2,000 ug/1, TCE 5 ug/1, and PCE 5
ug/1. EPA has established soil clean-up goals
based on a soil leaching model. Chemical-specific
soil clean-up goals range depending on the soil
type and include benzene 1.2 - 36.7 ug/kg, toluene
5,523 - 169,552 ug/kg, TCE 12 - 358 ug/kg and
PCE 33 - 1,036 ug/kg.
Institutional Controls
Institutional controls will restrict soil
excavation and well installation in contaminated
areas.
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NPLRante 890
NORWOOD PCBs, MA
First Remedial Action - Final
September 29, 1989
The 26-acre Norwood PCBs site consists of
several industrial and commercial properties,
parking areas, and vacant lots in Norwood, Norfolk
County, Massachusetts. Significant site features
include the Grant Gear property to the north, an
office park complex which extends along the
western portion of the site, and residential areas
which border the site to the west and north.
Meadow Brook, which discharges to the Neponset
River, and an associated wooded wetlands area
make up the north site boundary. Four piles of
sediment sludge, previously dredged from the
stream, are located on the south bank of the
brook. Site contamination originated from
disposal practices of previous businesses, primarily
electrical equipment manufacturing, that operated
from the building now owned by Grant Gear
Realty Trust. In April 1983, the State responded
to a citizen report of previous industrial waste
dumping at the site and took surficial soil and
sediment samples which confirmed PCB
contamination. In June 1983, EPA removed 500
tons of PCB-contaminated soil from the office park
complex and Grant Gear properties and disposed
of it off site. The State implemented an Interim
Remedial Measure in 1986 to limit access to areas
with high surface contamination on the Grant
Gear property by constructing a 1.5-acre cap. The
primary contaminants of concern affecting soil,
sediment, ground water, and building surfaces are
VOCs including TCE and PCE, other organics
including PCBs, PAHs, and phenol, and metals.
The selected source control remedial measures
include excavation, solvent extraction, and on-site
disposal of approximately 31,000 cubic yards of
unsaturated soil and dredge pile sediment and
approximately 3,000 cubic yards of Meadow Brook
sediment followed by installing a soil cover over
the treated soil; off-site incineration and disposal
of extracted oils containing PCBs; flushing and
cleansing portions of the Grant Gear drainage
system; cleaning and sealing roof surfaces, and
decontaminating machinery, equipment, and floor
surfaces in the Grant Gear building which exceed
TSCA clean-up levels; ground-water collection in
a barrier drain trench with on-site treatment by
carbon adsorption for PCBs, air stripping for
removal of VOCs, and precipitation/filtration for
removal of metals; wetlands restoration; long-term
environmental monitoring of ground water, soil,
sediment, and building surfaces; and institutional
controls restricting ground-water and land use.
The estimated present worth cost for this selected
remedy is $16,100,000, which includes annual
O&M costs for up to 10 years.
Performance Standards or Goals
To assist in the establishment of clean-up
standards, EPA has divided the site into three
sections: Section A is the area of soil and dredge
sediment north of the Grant Gear fence and
adjacent to Meadow Brook; Section B includes
areas within the Grant Gear property and
surrounding commercial properties; and the final
section is the Meadow Brook sediment area.
Chemical-specific soil target clean-up levels for
Section A are PCBs 1 mg/kg and PAHs 2 mg/kg
based on a 7 x 10'6 cancer-risk level; for Section B,
PCBs 10 mg/kg (25 mg/kg for soil covered with
pavement outside Grant Gear) and PAHs 6 mg/kg
based on a 10"6 cancer-risk level, and TCE 24
ug/kg and PCE 60 ug/kg based on preventing
contamination to ground water above MCLs. The
clean-up level for sediment in Meadow Brook is
PCBs 1 mg/kg based on 1.5 x 10"7 excess cancer-
risk level, and PCBs 0.5 ug/kg for discharge to
Meadow Brook. Ground-water target clean-up
levels were established based on Federal and State
MCLs for TCE 5 ug/1, PCE 5 ug/1, and four other
organics.
Institutional Controls
Controls will be designed to ensure that
ground water on the zone of contamination will
not be used as a drinking water source, and to
prevent disturbance of contaminated untreated
subsurface soil within the Grant Gear property,
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sediment in Grant Gear drainage systems and soil
under paved areas outside Grant Gear.
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NPLRank: 788
O'CONNOR CO., ME
First Remedial Action - Final
September 27, 1989
The O'Connor Co. site covers a 9-acre area
near the city limits of Augusta, Maine. The area
neighboring the site consists of woodlands, a small
poultry farm, private properties and residences,
and wetlands. A portion of the site is also located
within a 100-year floodplain. The F. O'Connor
Company began operating a salvage and electrical
transformer recycling business at the site in the
early 1950s. Because of previous oil spills the state
investigated the site in 1976 and found the surface
water, sediment, and soil contaminated with PCBs.
As a result of this study, the F. O'Connor
Company constructed two surface-water
impoundments (lagoons) to control further
migration of oils from the site. In 1977, the State
ordered the F. O'Connor Company to discontinue
use of the lagoons. Subsequently, the lagoon
waters were pumped into several on-site storage
tanks and the sediment was excavated, deposited in
a low area onsite, and covered with a clay cover.
The sediment created a barrier for surface water
and formed an upland marsh onsite. In May 1987,
EPA and the state jointly issued an amended
Administrative Order to F. O'Connor Company
requiring field investigations and extensions of the
existing fence to areas where additional
contamination was found. The primary
contaminants of concern affecting the soil,
sediment, ground water, and surface water are
VOCs including benzene, other organics including
PCBs and PAHs, and metals including lead.
The selected remedial action for this site
includes pumping and off-site treatment of lagoon
and upland marsh surface water; excavation and
on-site treatment of approximately 23,500 cubic
yards of contaminated soil and sediment using a
solvent extraction process followed by on-site
disposal of residuals; on-site treatment of gases
from the solvent extraction process; extraction and
off-site treatment of solvent residues using
incineration; on-site treatment by solidification of
soil and sediment that do not achieve target clean-
up goals after treatment, followed by off-site
disposal; backfilling and upgrading the excavated
area with clean soil and treated soil; ground-water
pumping and treatment using activated carbon
adsorption followed by on-site reinjection; and
sediment and ground-water monitoring. The
estimated total cost for this remedial action is
$14,221,000 which includes annual O&M costs of
$56,000 in year one, $54,000 for years two to four,
$92,000 for year five, and $65,000 for years six to
thirty.
Performance Standards or Goals
Target cleanup goals were based on a 10"5
excess cancer risk. Individual goals for soil and
sediment include PCBs 1 mg/kg, PAHs 1 mg/kg,
and lead 248 mg/kg; for ground water, PCBs 0.5
ug/1 and benzene 5 ug/1; and for surface water,
PCBs 0.065 ug/1 and lead 1.94 ug/1.
Institutional Controls
Deed and land use restrictions to prohibit
ground-water use will be implemented.
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NPLRanfc 676
PINETTE'S SALVAGE YARD, ME
First Remedial Action - Final
May 30, 1989
The Pinette's Salvage Yard site is located
approximately one mile southwest of the town of
Washburn, Aroostook County, Maine, in the
northeast corner of the state. The site consists of
a vehicle repair and salvage yard and an adjacent
undeveloped area containing wetlands. Land
surrounding the site is used for residential, general
industrial, and agricultural purposes. An
undeveloped forest and a wetlands area are also
adjacent to the site. The water supply for the
approximately eight to ten residences located
within a one-half mile radius of the site is obtained
from private wells located in the deep, bedrock
aquifer below the site. Municipal wells, used to
supply the drinking water to the residents of
Washburn, are located one mile northeast of the
site. In June 1979, three electrical transformers
were removed from Loring Air Force Base by a
private electrical contractor and allegedly brought
to the site where they ruptured while being moved
from the delivery vehicle. Approximately 900 to
1,000 gallons of dielectric fluid containing PCBs
spilled directly onto the ground. A removal action
was performed in late 1983 which included
excavation and off-site disposal of 800 cubic yards
of municipal PCB-contaminated soil from the site.
Subsequent investigations at the site revealed the
presence of a wide range of PCB concentrations in
the surface and subsurface soils. The highest levels
of PCBs are in the general area of the transformer
fluid spill. Surface migration of PCBs extends as
far as the undeveloped land adjacent to the salvage
yard. In addition, soil contaminated with
chlorinated benzenes was found in the spill area.
The total volume of contaminated soil above 5
mg/kg PCBs and containing other organics is
approximately 2,200 cubic yards. Detectable
concentrations of PCBs and benzene compounds
were identified in both the shallow and deep
aquifers localized within and slightly downgradient
of the spill area. This remedy is designed primarily
to address soil contamination and, to the extent
practicable, ground-water contamination at the
site. The primary contaminants of concern
affecting the soil and ground water are VOCs
including benzene, organics including PCB; and
metals including lead.
The selected remedial action for this site
includes excavation and off-site incineration of 300
cubic yards of soil containing greater than 50
mg/kg PCBs; excavation and on-site solvent
extraction of 1,700 to 1,900 cubic yards of soil
containing between 5 and 50 mg/kg PCBs and
other organic contaminants, with off-site
incineration of treatment process effluent and on-
site treatment of air emissions; excavation of
approximately 500 cubic yards of surface soil
containing between 1 and 5 mg/kg PCBs to a
minimum depth of 10 inches and placement, along
with treated soil, in the area where more highly
contaminated soil was excavated, followed by
additional soil covering and revegetation; on-site
ground-water pumping, and collection via
interceptor trenches, with treatment using filtration
and carbon adsorption, followed by discharge of
treated water into the shallow aquifer; access
restrictions; institutional controls; and sediment,
ground-water, and surface-water monitoring. The
estimated present worth cost for this site is
$4,367,000 which includes annual O&M costs of
$135,000 for years one to two, $42,000 for years
three to five, and $20,000 for years six to thirty.
Performance Standards or Goals
Target clean-up goals were established for six
soil contaminants including PCBs 5 mg/kg (based
on a state clean-up level slightly more stringent
than a 10"5 excess cancer risk level) and benzene
260 ug/kg. Target goals were provided for seven
ground-water contaminants including PCBs 0.5 ug/1
(Maine's Maximum Exposure Guidelines), benzene
5 ug/1 (MCL), 1,2,4-trichlorobenzene 680 ug/1
(based on 2 x 10"2 reference dose level), and lead
5 ug/1 (MCL). Due to the technical impractibility
from an engineering perspective of obtaining the
PCB target clean-up goal in the ground water,
EPA is invoking a waiver from compliance with
this goal.
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Institutional Controls
Institutional controls will be established to
prevent use of on-site ground water for drinking
water purposes both during and, if necessary,
following overall site remediation.
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NPLRanfc 333
SACO TANNERY WASTE PITS, ME
First Remedial Action - Final
September 27, 1989
The Saco Tannery Pits site is in Saco, Maine,
approximately 15 miles southwest of Portland,
Maine. The 233-acre site is in a rural area which
includes forests and wetlands, and lies within the
100-year floodplain of Stuart Brook. Between
1959 and the early 1980s, a leather tannery
operator used the site to dispose of process wastes
in two 2-acre lagoons and 53 smaller disposal pits.
EPA and state investigations in the early 1980s led
to a removal response action which included
pumping liquids from three waste pits and
neutralizing the remaining sludge from the pits.
The ROD addresses both source control and
ground-water remediation and identifies a
contingency plan in the event the state legislature
fails to enact the necessary institutional controls
within two years. The primary contaminants of
concern affecting the sediment, sludge, ground
water, and surface water are metals including
arsenic, chromium, and lead.
The selected remedial action is contingent
upon the state enacting legislation within two years
designating the site as a permanent conservation
area. The remedy includes pumping and off-site
treatment and discharge of water from waste pits
and lagoons followed by covering and revegetating
waste pits, lagoons and associated wet areas;
compensation for six acres of lost wetlands;
ground-water and surface-water monitoring to
determine whether contaminants exceed specified
action levels which would require further site
evaluation; and implementation of institutional
controls. If legislation is not passed to restrict
future use of the site, a contingency plan will be
implemented which includes excavating and
solidifying soil and sludge from the waste pits and
lagoons with on-site disposal in a RCRA-permitted
landfill, and ground-water and surface-water
monitoring. The estimated present worth cost for
the selected remedial action ranges from
$9,211,600 to $10,551,400, which includes present
worth O&M costs ranging from $2,500,000 to
$3,800,000.
Performance Standards or Goals
Target clean-up levels were developed for
sediment and sludge contaminants which exceed a
carcinogenic risk of 10"7 or a noncarcinogenic risk
greater than a total Hazard Index of 1.0. Specific
clean-up goals include total chromium 2,000 rug/kg
(based on the Ecological Risk Assessment), lead
125 mg/kg (health-based state target level), and
arsenic 60 mg/kg. ACLs were established for
arsenic in ground water. If other contaminants are
detected above MCL levels, an evaluation of
additional remedial action will be made.
Institutional Controls
If the state designates the site a permanent
conservation area, land and ground-water use and
deed restrictions will be implemented as part of
this designation.
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NPLRanfc 579
SOUTH MUNICIPAL WATER SUPPLY WELL, NH
First Remedial Action
September 27, 1989
The 250-acre South Municipal Water Supply
Well site is approximately two miles south of the
Town of Peterborough, in Hillsborough County,
New Hampshire. The site includes the
Contoocook River, the Noone Pond System, and a
wetlands area. Also on the site are the New
Hampshire Ball Bearings Incorporated (NHBB)
manufacturing facility, several commercial
establishments, and several apartments. Land use
in the vicinity of the site is rural and undeveloped.
Ground-water flow beneath the site is generally
eastward from the NHBB property towards the
South Municipal Well. The town of Peterborough
discontinued use of the South Well in May 1983
after the state discovered VOC contamination in
water samples taken from the well. Subsequent
investigations revealed that a plume of
contaminated ground water extended from under
the NHBB property to the vicinity of the South
Well. VOC contamination was also detected in
soil on the NHBB property, and wetlands sediment
was found to be contaminated with PCBs, metals,
and PAHs. Investigations attributed the
contamination to in-house chemical releases that
were subsequently washed out through floor drains
or slop sinks to outfalls, or washed out through
facility doors. Exterior releases contributed to
contamination at the site through the draining of
a truck-mounted waste solvent tank. The primary
contaminants of concern affecting the soil and
ground water are VOCs including PCE, TCE, and
toluene; the primary contaminants of concern
affecting the sediment are organics including PCBs
and PAHs, and metals.
The selected remedial action for this site
includes ground-water pumping from the highly
contaminated NHBB area plume and treatment
using a phase separation settlement
tank/pretreatment system, air stripping, carbon
columns for air emission control, and on-site
discharge; ground-water pumping from the dilute
plume outside the NHBB area and treatment using
air stripping, carbon columns, on-site discharge; in
situ vacuum extraction of 7,500 cubic yards of
contaminated on-site soil; excavation and/or
dredging with dewatering of 1,170 cubic yards of
wetlands sediment and off-site disposal; wetlands
restoration with clean fill, surface contouring, and
revegetation; implementation of institutional
controls restricting ground-water use and well
installation; and long-term ground-water
monitoring. The estimated present worth cost for
this remedial action is $7,387,769, which includes
an estimated present worth O&M cost of
$3,992,105.
Performance Standards or Goals
Target clean-up levels for ground water were
based on SDWA MCLs including PCE 5 ug/1, TCE
5 ug/1, and toluene 2,000 ug/1. Target clean-up
levels for soil were established to reduce
contaminant migration to ground water and
include PCE 4.5 ug/kg, TCE 1.5 ug/kg, and toluene
1,500 ug/kg. Soil target levels will attain a 3 x
10"10 excess cancer risk level. Target clean-up
levels for sediment include PAHs 1.1 ug/kg and
PCBs 1 ug/kg, which will attain an excess cancer
risk of 2.9 x 10"7 for PCBs and 1.3 x 10'6 for PAHs
for a total risk of 1.3 x W6.
Institutional Controls
Institutional controls will be established to
prevent well use and well installation in areas of
contaminated ground water.
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NPLRank: 743
SULLIVAN'S LEDGE, MA
First Remedial Action
June 29, 1989
The Sullivan's Ledge site is a 12-acre disposal
area in an urban area of New Bedford,
Massachusetts. The site is bordered by a country
club and marsh area to the north and small
businesses to the east and west. The site was
operated originally as a granite quarry and includes
four 150 feet deep quarry pits. Between the 1930s
and 1970s, the quarry and adjacent areas were used
for disposal of hazardous materials and other
industrial wastes. Site investigations conducted in
1986 and 1988 revealed high concentrations of
PCBs in soil and sediment, and VOCs and
inorganics in on- and off-site ground and surface
water. Surface runoff and ground water from the
disposal area discharge into the adjacent stream,
which drains into the country club golf course and
the Middle Marsh Wetlands area. In addition, a
small portion of the site lies within the stream's
100-year floodplain. EPA concluded that the
contamination includes on-site soils and
PCB-contaminated sediment washed offsite to an
adjacent stream and wetland areas, and wastes
disposed of in the former quarry pits. This ROD
addresses source control and migration
management; a subsequent ROD will address the
Middle Marsh area. The primary contaminants of
concern affecting the soil, sediment, ground water,
and surface water are VOCs including benzene and
TCE, organics including PCBs and PAHs, and
metals including lead.
The selected remedial action for this site
includes excavation/dredging of 24,200 cubic yards
of soil and 1,900 cubic yards of sediment with on-
site treatment using solidification, followed by on-
site disposal; construction of an 11-acre
impermeable cap; air monitoring; diversion and
lining of the stream adjacent to the site; active
ground-water pumping and passive underdrain
collection with treatment using oxidation/filtration
and UV/ozonation with off-site disposal of
contaminated residuals (ground-water disposal will
be determined after further studies); wetlands
restoration/enhancement; sediment, ground-water,
and surface-water monitoring; institutional controls
including ground-water use and access restrictions.
The estimated present worth cost is $10,100,000;
O&M costs were included in the present worth
cost but were not provided.
Performance Standards or Goals
On-site soil clean-up standards for PCBs and
PAHs were health-based using a 10"5 cancer risk
level and include remediation of soil contaminated
with total PCBs above 50 mg/kg and/or total PAHs
above 30 mg/kg. Off-site soil will be tested further
before chemical-specific goals are provided;
however, off-site soil with PCBs greater than 10
mg/kg (based on a 10"5 cancer risk level) will be
excavated and disposed of onsite, and soil with
PCBs greater than 50 mg/kg will be solidified
onsite. The sediment clean-up standard for PCBs
is the interim mean sediment quality criteria
(SQC) value of 20 ug/gC. Where total organic
carbon (TOC) is less than or equal to 10 gC/kg,
target treatment for sediment will be 0.2 mg/kg
PCBs. Because of the geology of the deep
fractured bedrock and possible presence of dense
non-aqueous phase liquids, EPA considers ground-
water treatment to MCLs technically impracticable.
Active ground-water collection system clean-up
standards for VOCs will reduce VOCs to a range
of 1-10 mg/1 and/or until an asymptotic curve
indicates that no significant concentration
reductions are being achieved. Passive ground-
water collection system clean-up standards will be
based on state AWQS.
Institutional Controls
Institutional controls will be implemented to
prevent the use of ground water for drinking water
and to place deed restrictions regulating land use
at the site.
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Nl'LRank: 349
WELLS G&H, MA
First Remedial Action
September 14, 1989
The Wells G&H site encompasses 330 acres
within the zone of contribution of two municipal
drinking water wells known as Well G and Well H,
commonly referred to as Wells G&H, in Woburn,
Massachusetts. The area near the wells consists of
industrial, commercial, residential, and recreational
development. The Aberjona River flows through
the site, and a substantial on-site wetlands area is
associated with the river's floodplain. Wells G&H
were developed in the 1960s and provided over one
quarter of the Woburn community water supply.
In 1979 the state closed the wells and provided the
community with an alternate water supply after
detecting several chlorinated volatile organic
compounds (VOCs) in the wells. EPA
investigations beginning in 1981 resulted in the site
being divided into three discrete operable units:
first, five properties inside the perimeter of the site
boundary that were identified as source areas of
contamination; second, a central area immediately
surrounding Wells G&H with extensive ground-
water contamination; and third, a segment of the
Aberjona River and associated wetlands containing
contaminated sediment. Between 1983 and 1989,
EPA issued several Administrative Orders to site
property owners requiring clean-up activities
including limiting site access and removing drums
and debris. This ROD addresses remediating
contaminated soil and ground water found at the
first operable unit, the five properties identified as
principal sources of contamination, and further
evaluating the remaining operable units. A
subsequent ROD will address the second and third
operable units which include the central area of
the site and the river sediment. The primary
contaminants of concern affecting the soil, sludge,
debris, and ground water are VOCs including PCE
and TCE, other organics including carcinogenic
PAHs (cPAHs), PCBs, and pesticides, and metals
including lead.
The selected remedial action for this site
includes in situ volatilization, using carbon
adsorption for treatment of the extracted vapor, of
the 7,400 cubic yards of soil contaminated with
VOCs only; excavation and on-site incineration of
3,100 cubic yards of the remaining contaminated
soil and backfilling the excavated areas; ground-
water pumping and treatment in the five source
areas, using pretreatment for metals followed by
air stripping and vapor phase carbon filtering with
either discharge on-site to the Aberjona River or
reinjection into the aquifer or both; removing and
disposing of 410 cubic yards of sludge and debris;
and ground-water monitoring. The estimated
present worth cost for this remedial action is
$68,400,000.
Performance Standards or Goals
Three approaches were used to determine soil
clean-up levels. The first approach was based on
protecting ground water from VOC contamination
from the soil and includes individual goals for soil
of PCE 36.7 ug/kg and TCE 12.7 ug/kg. The
second approach was based on a 10"6 cancer-risk
level and includes individual goals for cPAHs 0.694
mg/kg, PCBs 1.04 mg/kg, and 4-4'-DDT 23.5 mg/kg.
The third approach established a clean-up goal for
lead at 640 mg/kg based on a target blood lead
level of 10 ug/dl. Ground-water clean-up goals for
the aquifer were established at MCLs and include
PCE 5 ug/1 (based on TCE) and TCE 5 ug/I.
Effluent levels for discharge to the Aberjona River
were based state AWQSs; if discharge is to the
aquifer, MCLs will be met.
Institutional Controls
EPA recommends that deed and land use
restrictions be implemented to restrict use of the
aquifer in the vicinity of the site.
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NPLRank: 38
W.R. GRACE & CO., INC (ACTON PLANT), MA
First Remedial Action
September 29, 1989
The W.R. Grace & Co., Inc. (Acton Plant) site
is in Acton and Concord, Massachusetts. The
American Cyanamid and Dewey & Almy Chemical
companies formerly owned the 200-acre site where
they manufactured explosives, synthetic rubber
container sealant products, latex products,
plasticizers, and resins. In 1954 W.R. Grace &
Company purchased the property and began
producing container sealing compounds, latex
products, and paper and plastic battery separators.
Effluent wastes from these operations flowed into
several unlined lagoons and were later buried in
on-site waste areas, including an industrial landfill.
After a 1978 investigation revealed that ground
water in the vicinity of the site was contaminated
with VOCs, W.R. Grace & Company agreed to
fully restore the aquifer. An aquifer restoration
system was installed in 1985 which recovers and
treats ground water under the site's waste disposal
areas. Subsequent samplings, however, have
indicated that the system has only minimally
reduced the ground-water contamination at the
site. This first operable unit primarily addresses
the source contamination and includes minimal
modifications to the aquifer restoration system.
Further ground-water remediation will be
addressed in a subsequent ROD. The primary
contaminants of concern affecting the soil,
sediment, and sludge are VOCs including benzene
and toluene, other organics, and metals including
arsenic.
The selected remedial action for this site
includes excavation and off-site incineration of
highly contaminated soil and sludge; on-site
solidification of less contaminated soil, sludge, and
sediment followed by on-site disposal in the
landfill and capping of the landfill; covering and
monitoring other waste areas; modification to the
aquifer restoration system to address air stripper
emissions controls; and environmental monitoring.
The estimated total cost for this remedial action is
$7,058,000, which includes an estimated O&M cost
of $2,468,000.
Performance Standards or Goals
Soil clean-up goals were established for five
indicator compounds to ensure that any further
contaminant migration to the ground water will
not result in ground-water levels exceeding
drinking water standards (including MCLs).
Chemical-specific goals were provided but specific
goals for each contaminant varied depending on
the location of the waste area on site. The overall
cumulative risk associated with the soil clean-up
levels is 8.34 x 10-7.
Institutional Controls
Not applicable.
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REGION 2
(New Jersey, New York, Puerto Rico, Virgin Islands)
NPLRanfc 837
EEC TRUCKING, NY
First Remedial Action - Final
September 28, 1989
The EEC Trucking site, also known as the
Binghamton Equipment Company, is in the town
of Vestal, Broome County, New York. The
3.5-acre site is an open lot which overlies a Class
II aquifer. Land use neighboring the site is
primarily commercial/industrial, but includes
wetlands or marsh area to the west. Prior to the
mid-1960s, the EEC Trucking site was an
unimproved marshland. The original owner, Haial
Trucking, filled some of the marshlands with
various fill materials, including fly ash from a local
power company. EEC Trucking, Haial Trucking's
successor, operated a combination truck body
fabrication and truck maintenance facility. Paint
thinners and enamel reducers used during
operations, and waste hydraulic oil and waste
motor oil reportedly generated during operations
were stored in a drum storage area on the western
portion of the site. A 1982 state inspection
identified approximately 50 drums, 20 of which
contained waste engine or cutting oils, enamel
reducers, paint thinners, and waste solvents. The
drums in the storage area were removed in 1983
along with some stained soil around the drums. In
1988, extensive sampling of ground water, surface
water, and soil revealed low-level contamination.
The suspected source of on-site ground-water and
surface-water contamination appears to be a
leaking underground storage tank on a neighboring
property. Remedial activities are currently being
undertaken at the neighboring site to address any
ground-water or surface-water contamination at
the site resulting from the tank's leakage.
The selected remedial action for this site is no
further action. A monitoring program will be
established to ensure that this remedy continues to
be protective of human health and the
environment. The estimated cost for this remedial
action will be determined during the development
of the proposed monitoring program.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
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NPLRanfc 332
BOG CREEK FARM, NJ
Second Remedial Action - Final
June 28, 1989
The Bog Creek Farm site is a 4-acre disposal
area consisting of a man-made pond, bog, and
trench in Howell Township, Monmouth County,
New Jersey. The site is bordered to the north by
Squankum Brook, to the west by two residences
and a riding stable, and to the south and north by
open fields. Between 1973 and 1974, organic
solvents and paint residues were dumped around a
trench in the eastern portion of the property,
creating a highly contaminated soil area. Some
chemicals migrated into a shallow underlying
aquifer, creating a contaminant plume that
discharged to the pond and bog along the northern
border of the site and to the north branch of
Squankum Brook. In late 1974, the property
owner removed some waste from the disposal
trench and covered the trench under direction
from the Howell Township Health Department. A
1985 ROD selected a first operable unit remedy
that involved excavating the soil from the waste
trench, pond, and bog areas, and incinerating the
soil onsite. This second operable unit focuses on
remediating the contaminated ground water in the
shallow aquifer and the contaminated brook
sediment. The primary contaminants of concern
affecting the sediment and ground water are VOCs
including benzene, toluene and xylenes, and other
organics including phenols.
The selected remedy for this site includes
ground-water pumping and treatment using air
stripping, hydrogen peroxide/ultraviolet photolysis
oxidation, carbon adsorption, and reinfection;
excavation of brook sediment, followed by on-site
incineration and on-site disposal; and stream bed
restoration using clean sand or soil of similar
consistency to the existing material. The estimated
present worth cost for this remedial action is
$6,927,000, which includes annual O&M costs of
$663,000 for ten years of ground-water treatment.
Performance Standards or Goals
Because there is no human exposure to
contaminated ground water, the clean-up goals are
based on protection of the surface water (north
branch of Squankum Brook) rather than human
consumption of ground water. The goals are
derived from limits that would allow for surface-
water discharge under a state NPDES permit.
Chemical-specific goals include petroleum
hydrocarbons 15 mg/1, total lead 56 ug/1, benzene
5 ug/1, toluene 74 ug/1, and phenol 47 ug/1.
Individual contaminant goals were not specified for
brook sediment.
Institutional Controls
Not applicable.
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NPLRanfc 538
BYRON BARREL & DRUM, NY
First Remedial Action - Final
September 29, 1989
The Byron Barrel & Drum site is in Genesee
County, New York, and occupies approximately
two acres of an eight-acre tract of land. The rural
area surrounding the site includes woods, wetlands,
and agricultural land, with approximately 320
people living within a one-mile radius of the site.
The site is a former salvage yard for heavy
construction equipment, some of which remains
on-site along with other debris. From 1978 to
1980, the site owner reportedly abandoned
approximately 200 barrels of hazardous waste
without a permit. Some drums were reportedly
ripped open, causing the hazardous waste to mix
with the soil, and ultimately buried onsite. The
state and EPA discovered these barrels in 1982 and
initiated an investigation that resulted in the
removal and disposal of the drums and
approximately 40 cubic yards of contaminated soil
and debris. A subsequent remedial investigation in
1987 revealed that solvent spills have contaminated
two major areas of the site, resulting in soil and
ground-water contamination. This remedial action
addresses the two contaminated ground-water
plumes and residual soil contamination which have
been releasing contaminants into the ground water.
The primary contaminants of concern affecting the
soil and ground water are VOCs including
benzene, PCE, TCE, toluene, and xylenes, other
organics including PAHs, and phenols, and metals
including chromium and lead.
The selected remedial action for this site
includes pumping and treatment of ground water
using precipitation, sedimentation, and filtration to
remove metals, and air stripping and carbon
adsorption to remove organics, followed by
reinfection into the aquifer and, if necessary, off-
site discharge of excess treated water; disposal of
ground-water residues at an off-site RCRA-
permitted facility; treatment of 4,100 cubic yards of
contaminated soil using in situ soil flushing; further
evaluation of 1,100 cubic yards of inorganic
contaminated soil to determine ultimate disposal;
dismantling and decontaminating debris followed
by off-site disposal; and air and ground-water
monitoring. The estimated present worth cost for
this remedial action is $5,572,000, which includes
annual O&M costs of $259,700.
Performance Standards or Goals
Ground water will meet state and Federal
ARARs including MCLs. Specific ground-water
clean-up levels include benzene 5 ug/1 (MCL),
toluene 2,000 ug/1 (MCL), xylenes 440 ug/1 (MCL),
PCE 5 ug/1 (based on TCE MCL), and TCE 5 ug/1
(MCL). Soil will meet site-specific action levels,
which will ensure that organic and inorganic
contaminants will not leach into the ground water
at levels above MCLs. Specific soil clean-up levels
include toluene 45,000 ug/kg, xylenes 8,200 ug/kg,
PCE 140 ug/kg, and TCE 47 ug/kg.
Institutional Controls
Not applicable.
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NPLRank: 52
CALDWELL TRUCKING CO., NJ
Second Remedial Action
September 28, 1989
The 11-acre Caldwell Trucking Co. site is in
Fairfield Township, Essex County, New Jersey.
The site is situated on an extensive 100-year
floodplain of the Passaic River and neighbors
Deepavaal Brook and numerous wetlands, as well
as residential and commercial properties. From
the 1950s to 1984, the Caldwell Trucking Company
dumped, and allowed others to dump, septic wastes
into unlined lagoons and later into steel holding
tanks at the site. An EPA investigation conducted
between 1984 and 1986 revealed that on-site soil
and a municipal well were contaminated with
VOCs, PCBs, and metals. The investigation
resulted in a 1986 ROD which provided for soil
remediation, restoration of a municipal well, and
residential hookups to municipal water. Ground
water, however, remains contaminated because of
a TCE-contaminated plume which extends 4,000
feet from the site towards the Passaic River.
Additional sources of the plume have been
identified, including the neighboring General Hose
facility that will be addressed by other federal and
state authorities. A small seep to Deepavaal
Brook's tributary, which is recharged by ground
water, is also contaminated with TCE. This
response is the second remedial action and
addresses the remediation of contaminated off-site
ground water. The primary contaminants of
concern affecting the ground water are VOCs
including TCE.
The selected remedial action for this site
includes pumping and treatment of off-site ground
water using air stripping with off-site discharge to
the Passaic River; installation of a drainage system
to eliminate surface exposure to contaminated
ground water; sealing ground-water wells; and
ground-water monitoring. The estimated present
worth cost for this remedial action is $11,540,000
that includes annual O&M costs of $315,000 for 30
years. If, however, access to private properties and
public roads needed for implementation of this
remedial action cannot be obtained, EPA and the
state will implement a contingency remedy that
includes limited treatment of ground water,
remediation of surface water, and sealing ground-
water wells.
Performance Standards or Goals
This operable unit invokes a waiver from
federal and state drinking water standards based on
technical impractability, because it would take
more than 100 years of pumping and treatment to
attain state drinking water standards (e.g., TCE 1
ug/1). Instead, the remedy will achieve interim
clean-up levels that allow for potable use of
ground water with minimal treatment. Air
emissions and effluent discharges from the
treatment facility will comply with state ARARs.
Institutional Controls
Not applicable.
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Group: 11
CHEMICAL INSECTICIDE CORP., NJ
First Remedial Action
September 29, 1989
The Chemical Insecticide Corp. site is part of
a 94-acre industrial development in Edison,
Middlesex County, New Jersey. From 1958 to 1970
Chemical Insecticide Corporation (CIC) produced
and stored pesticide formulations at the property
resulting in soil, surface-water, and ground-water
contamination. The site is currently vacant and
consists of the remaining building foundations,
asphalt roadways, a one-acre wetlands area, and a
surface-water drainage ditch bordering the site to
the east, which ultimately drains into the Raritan
River. Between 1966 and 1969, CIC was ordered
by the city to close on-site lagoons, dispose of
leaking drums, and stop wastewater discharge.
Subsequent RI/FS investigations revealed the
extreme complexity of the site due to the number
and variety of contaminants (herbicides, pesticides,
and metals) and the physical characteristics of the
site. To address concerns relating to high levels of
contamination in the drainage ditch, EPA installed
a fence to limit access to the ditch, in 1988.
Subsequently, EPA removed contaminated surface-
water run-off that had collected in a parking lot
onsite, and repaired the ditch to prevent future
overflow incidents. This operable unit represents
an interim remedial action to address
contaminated surface-water run-off from the site
until the source of contamination, the soil, is
remediated. Future operable units will address
contaminated soil and ground water. The primary
contaminants of concern in the soil which may
affect the surface water are organics including
pesticides, and metals including arsenic.
The selected remedial action for this site
includes clearing and grading the site; covering the
entire site with an impermeable surflcial cap;
constructing a surface-water run-off diversion
system; controlling the release of collected,
uncontaminated surface-water run-off from the
site; and surface-water monitoring. The estimated
present worth cost for this remedial action is
$1,420,211, which includes annual O&M costs of
$37,184.
Performance Standards or Goals
The selected remedy does not provide for
treatment; rather, it requires monitoring of
collected surface water and provides values of
allowable discharge to the storm drain system.
Chemical-specific discharge levels were provided
based on state standards, including arsenic 50 ug/1
(based on state WQS) and five pesticides.
Institutional Controls
Not applicable.
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Fiscal Year 1989
NPLRanfc 184
CIBA-GEIGY CORP., NJ
First Remedial Action
April 24, 1989
The Ciba-Geigy Corp. site is in Dover
Township, Ocean County, New Jersey. The site
covers 1,400 acres, 320 of which are developed; the
remaining area is largely wooded. The site is
bounded by industrial, commercial, residential, and
recreational areas. The Toms River, which derives
surface water primarily through ground-water
baseflow, runs through the northeast sector of the
property. The aquifer system in the site area is
tapped by municipal, industrial, and private wells.
The manufacturing facility, presently owned by
Ciba-Geigy Chemical Corporation, has been in
operation since 1952 and is composed of numerous
buildings, an industrial wastewater treatment plant,
and a lined reservoir for emergency storage of
treated and untreated wastewater. From 1952 to
1988, a variety of synthetic organic pigments,
organic dyestuffs and intermediates, and epoxy
resins were manufactured at the site. The
company disposed of chemical wastes on site in
several locations, including a 5.2-acre drum
disposal area (containing approximately 100,000
drums); a 3.9-acre lime sludge disposal area (used
for disposal of inorganic wastes); a 12-acre
filtercake disposal area (which received sludge
from the wastewater treatment); five backfilled
lagoons comprising 8.5 acres; and a calcium sulfate
disposal area. The drum disposal area and lime
sludge disposal area were closed and capped in
1978. About this time, the filtercake disposal area
was also closed and covered with soil. Ground-
water contamination is migrating from these
inactive disposal sites easterly towards the Toms
River. Currently, the company generates both
liquid and solid wastes. The liquid wastes are
treated on site in a wastewater treatment plant
before discharge to the Atlantic Ocean. The solid
wastes are disposed of off site, and sludges from
the wastewater treatment plant are disposed of in
a permitted, double-lined, on-site landfill. EPA
began investigating the site in 1980. Throughout
its operation, the facility has routinely violated
treatment and disposal permits, including accepting
hazardous off-site waste beginning in 1981. The
landfill reportedly was leaking as early as 1981,
precipitating remedial measures by the state
including issuance of a consent order forcing
Ciba-Geigy to close part of the landfill and
monitor ground water and leachate. In 1984, after
discovering that Ciba-Geigy was illegally disposing
drums containing liquids and hazardous waste in
the landfill, the state ordered Ciba-Geigy to
remove 14,000 drums. In 1985, leaking
equalization basins associated with the wastewater
treatment plant led Ciba-Geigy to close the basins
and to begin remediation of the contaminated
plume from these basins. Currently, contaminants
are present in leaking drums, waste sludges, soil,
and ground water. This ROD addresses the first
operable unit focusing on the remediation of
ground-water contamination in the upper aquifer.
Remediation of the on-site source areas and
deeper aquifer (if needed) will be addressed in
future operable units. The primary contaminants
of concern affecting the ground water are VOCs
including benzene, PCE, TCE, and toluene, and
metals including arsenic and chromium.
The selected remedial action for this site
includes sealing contaminated residential irrigation
wells; on- and off-site ground-water pumping with
on-site treatment using filtration, reverse osmosis,
and GAC in an upgraded version of the
Ciba-Geigy wastewater treatment plant, followed
by temporarily retaining the ground water in basins
for monitoring and subsequent discharge to the
Toms River; and implementation of a river and
ground-water monitoring program. The estimated
present worth cost for this remedial action is
$164,500,000, which includes annual O&M of
$12,539,000.
Performance Standards or Goals
Ground water will comply with all CWA
requirements and will be treated to meet the
proposed New Jersey State Surface Water Quality
Standards including benzene 1 ug/1, PCE 1 ug/1,
TCE 1 ug/1, toluene 26 ug/1, total chromium 50
ug/1, and arsenic 50 ug/1. The New Jersey MCLs
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will be attained for the aquifer. Specific goals for exceed 5 ug/1, and single contaminant levels for
the aquifer include benzene 1 mg/1, PCE 1 mg/1, possible carcinogens or noncarcinogens are not to
TCE 8 mg/1, and chromium 0.05 mg/1. For exceed 50 ug/1.
unregulated VOCs in the aquifer, single
contaminant levels for carcinogens are not to Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 799
CLAMMONT POLYCHEMICAL, NY
Second Remedial Action - Final
September 22,1989
The Claremont Polychemical site is a 9.5-acre
abandoned chemical production facility in Oyster
Bay, Nassau County, New York. Land in use in
the area is devoted primarily to light industrial and
commercial operations. Contamination at the site
took place between 1968 and 1980 and resulted
from ink and pigment manufacturing operations
that generated wastes including organic solvents,
resins, and wash wastes. The site consists of a one-
story building with a contaminated sump, five
5,000-gallon wastewater treatment basins
containing sludge, and six above-ground tanks,
three of which still contain waste materials. The
initial discovery of site contamination occurred in
1979 when the county found 2,000 to 3,000 waste
drums, some uncovered and others leaking. By the
following year many of these drums were either
removed or reused in the plant; however, the
county had by this time identified an area of
organic solvent contamination east of the building.
Subsequently, a 10-foot layer of soil in the area of
contamination was excavated and placed on a
plastic liner. The liner has since deteriorated and
monitoring has identified ground-water
contamination under the site. In October 1988, a
removal action was conducted that included the
removal of liquids in the treatment basins and the
classification, separation, and storage of the
approximately 700 bags and drums of waste. The
first operable unit for this site will address soil and
ground-water contamination and will be initiated
after the second operable unit. This second
operable unit addresses the wastes in containers,
above-ground tanks, wastewater treatment basins,
and a sump. The total volume of wastes at the site
could be as high as 100,000 pounds of solid
materials, 10,000 gallons of liquids, and 25,000
pounds of sludge. The primary contaminants of
concern in drummed and packaged liquids and
solids, and in treatment basin sludge, are VOCs
including benzene, toluene, TCE, and PCE, other
organics, and metals including arsenic, chromium,
and lead.
The selected remedial action for this site
includes compatibility testing on the contents of
each treatment basin, above-ground tank, sump,
drum, and bag with bulking and consolidation of
compatible wastes and pumping the contents of the
above-ground tanks, treatment basins, and sump
into storage tanks; analytical testing of composite
samples of drums or bulked wastes to determine
appropriate treatment or disposal methods; and
transporting the wastes for off-site treatment or
disposal as appropriate. The estimated present
worth for this remedial action, assuming treatment
using incineration, is $1,339,000 with no O&M
costs.
Performance Standards or Goals
The RCRA-listed wastes will be treated using
the best demonstrated available technology or
treated to attain specific treatment levels, as
appropriate, to comply with RCRA land disposal
restrictions. Chemical-specific levels were not
specified.
Institutional Controls
Not applicable.
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Fiscal Year 1989
NPLRank: 654
CLOTHIER DISPOSAL, NY
First Remedial Action - Final
December 28, 1988
The Clothier Disposal site is located in a rural
area near the town of Granby, Oswego County,
New York. It is a privately owned, 15-acre parcel
of land, of which approximately 6 acres have been
used for waste disposal. Land use in the vicinity of
the site is predominantly agricultural. A wetland
passes through the site to the west of the area used
for waste disposal. Ox Creek also flows through
the site in a northerly direction, feeding into the
Oswego River, and a portion of the site is located
within the 100-year floodplain. Ground water flow
patterns clearly indicate that flow is toward Ox
Creek. In 1973, drums of chemical waste were
discovered on the Clothier property, despite State
denial of a landfill permit application. After the
New York Department of Environmental
Conservation brought suit, the owner made several
attempts to clean up the property. These
attempts, however, resulted in drums being broken
and drained. Subsequently, additional dumping of
roofing materials, household wastes and junked
vehicles occurred at the site. Based on data from
the remedial investigation and State sampling,
EPA established the need for a removal action for
2,200 drums located on site. A number of
potentially responsible parties under an
administrative order on consent removed 1,858
drums. EPA removed the remaining drums and
visibly contaminated surficial soil and debris
associated with the drums. This remedy addresses
the low-level residual soil contamination remaining
on site. If the results of ground-water, surface-
water and sediment sampling determine a need to
remediate the ground water and/or the wetland, a
subsequent operable unit remedy will be
undertaken. The primary contaminants of concern
affecting the soil are VOCs including toluene,
xylenes, and PCE, other organics including PAHs,
PCBs and phenols, and metals.
The selected remedial action for the site
includes placement of a one-foot soil cover over
the contaminated areas and regrading and
revegetation of the site; installation of rip-rap, as
needed, on the embankment sloping towards Ox
Creek to prevent soil erosion; construction and
post-construction air monitoring; institutional
controls preventing the utilization of the
underlying ground water, or any land use involving
significant disturbance of the soil cover; and
long-term ground-water, soil, sediment and surface-
water monitoring. The estimated present worth
cost for this remedy is $500,000, which includes
annual O&M costs of $27,000.
Performance Standards or Goals
Because the remedy addresses containment,
chemical-specific standards or goals are not
applicable.
Institutional Controls
Well restrictions will prevent the use of
underlying ground water. Land use restrictions on
residential use, or any use involving excavation at
the site or significant disturbance of the soil cover.
Any institutional controls, including but not
limited to deed restrictions or easements, shall be
consistent with New York law.
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NPLRunk: 575
DE REWAL CHEMICAL CO., NJ
First Remedial Action - Final
September 29, 1989
The De Rewal Chemical Co. site is in
Kingswood Township, Hunterdon County, New
Jersey. The 3.7-acre site lies within the 100-year
floodplain of the Delaware River and consists of a
former dumping area, a garage, a private residence,
and a building formerly occupied by the De Rewal
Chemical Company. Between 1970 and 1973, the
De Rewal Chemical Company reportedly
manufactured and stored a textile preservative and
an agricultural fungicide on site. The State
discovered De Rewal Chemical Company's
improper chemical handling practices in 1972, but
was unsuccessful in forcing the company to comply
with permit requirements. The De Rewal
Chemical Company continued to improperly dump
chemicals on site, including one incident in which
a tank truck containing 3,000 to 5,000 gallons of
highly acidic chromium solution was allowed to
drain onto the soil and eventually to the Delaware
River. In 1973, the State ordered the company to
excavate and place contaminated soil on an
impermeable liner. The company reportedly only
placed a portion of the contaminated soil on an
uncovered plastic sheet before filing for
bankruptcy. The primary contaminants of concern
affecting the soil and ground water are VOCs
including PCE, TCE, and toluene, other organics
including PAHs, and metals including chromium
and lead.
The selected remedial action for this site
includes excavation of 8,000 cubic yards of soil
with on-site thermal treatment of 2,100 cubic
yards of organic-contaminated soil followed by
solidifying the soil and ash residue along with the
remaining 5,900 cubic yards of inorganic
contaminated soil and on-site disposal; monitoring
and controlling air emissions generated during
thermal treatment; pumping and off-site treatment
of ground water at an off-site industrial wastewater
treatment facility; ground-water monitoring;
provision of a treatment system for the on-site
residential well; temporarily relocating on-site
residents; and preparing a cultural resources survey
to ensure compliance with the National Historic
Preservation Act. The estimated present worth
cost for the selected remedial is $5,097,000, which
includes O&M costs of $865,400.
Performance Standards or Goals
Contaminated soil which exceeds state action
levels will be excavated and treated to meet state
action levels. Specific soil cleanup goals include
total VOCs 1 mg/kg, chromium 100 mg/kg, and
lead 250 mg/kg. Ground water will be treated to
meet state SDWA MCLs. Specific ground-water
cleanup goals include TCE 1 ug/1, PCE 1 ug/1,
chromium 50 ug/1, and lead 50 ug/1.
Institutional Controls
Institutional controls will be implemented
restricting further property use to ensure the
integrity of the solidified mass.
172
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 188
EWAN PROPERTY, NJ
Second Remedial Action - Final
September 29, 1989
The 43-acre Ewan Property site is in the New
Jersey Pinelands in Shamong Township, Burlington
County, New Jersey. The site neighbors forests
and forested wetlands, farmland, and residences.
An aquifer underlying the site contains a plume
contaminated by on-site disposal practices.
Between 1974 and 1975, the site owner reportedly
buried uncontained and drummed hazardous
wastes in an on-site disposal area. In 1982, the
county was informed of the possible hazardous
waste dumping and initiated ground-water
monitoring and soil sampling programs the
following year. Both the ground water and soil
within the disposal area were found to be
contaminated with VOCs and metals. This
remedial action represents the second of two
operable units for the site. The 1988 ROD
addressed the treatment of 4,500 cubic yards of
source waste, including buried drums and other
heavily contaminated materials. This second
operable unit addresses the remediation of the
residual soil that will remain after implementation
of the first operable unit and the treatment of the
contaminated ground water. The primary
contaminants of concern affecting the soil and
ground water are VOCs including benzene, PCE,
TCE, toluene, and xylenes, and metals including
chromium and lead.
The selected remedial action for this site
includes excavating and treating 22,000 cubic yards
of soil using solvent extraction and soil washing,
followed by redepositing treated soil on site as
clean fill; treating and disposing of spent solvent
off site; treating spent wash water on site using the
ground-water treatment system; regrading and
revegetating disposal areas; pumping and treatment
of ground water followed by reinjecting treated
ground water into the underlying aquifer; and
environmental monitoring. The estimated present
worth cost for this remedial action is $35,152,447
which includes annual O&M costs of $1,903,980.
Performance Standards or Goals
Soil will be treated to meet state Solid Waste
Regulations and concentrations that would not
deteriorate ground-water above ground water
remedial objectives. No specific levels for soil
were provided. Ground water will meet state
water quality criteria (SWQC) to protect ground
water in the New Jersey Pinelands and Federal and
state MCLs to protect drinking water supplies.
Specific ground-water treatment levels include
benzene 1 ug/1 (SWQC), TCE 1 ug/1 (SWQC),
toluene 2,000 ug/1 (MCL), xylenes 44 ug/1
(SWQC), lead 50 ug/1 (MCL), and chromium 50
ug/1 (SWQC).
Institutional Controls
Not applicable.
173
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 10 (F)
FEDERAL AVIATION ADMINISTRATION TECHNICAL CENTER, NJ
First Remedial Action
September 26, 1989
The 5,000-acre multipurpose FAA Technical
Center site is a federal facility eight miles
northwest of Atlantic City, in Atlantic County,
New Jersey. The site includes a jet fuel farm, an
air terminal, a state national guard fighter group,
the extensive facilities of the FAA Technical
Center, and the Upper Atlantic City Reservoir.
Atlantic City's municipal water supply is provided
by nine ground-water supply wells located just
north of the reservoir on FAA property as well as
by water drawn directly from the reservoir. Land
use in the site vicinity includes forested land and
commercial and residential areas. There are 25
known areas of contamination at the FAA
Technical Center. This is the first ROD for an
area of contamination at this facility. Further
areas of contamination will be addressed in future
RODs. Soil and ground water at the site are
contaminated with VOCs apparently attributable
to the jet fuel farm. Subsurface jet fuel
contamination is probably the result of leaking
pipes, storage tanks, and spills associated with
above ground and underground storage tanks,
associated valves, piping, and dry wells, or a truck
loading stand. As an interim remedial measure,
free product recovery pumps were installed in
1988-89 in three on-site wells to recover the
hydrocarbon plume floating on the water table.
Product is currently being extracted and
incinerated offsite. The total volume of spilled
free product has been estimated at 360,000 gallons,
the total volume of contaminated soil found in two
hot spot areas was estimated to be 33,000 cubic
yards, and the total volume of contaminated
ground water was estimated to be 13,300,00
gallons. The jet fuel farm will be closed within the
next year as new facilities come on line. The
primary contaminants of concern affecting the soil
and ground water are VOCs including benzene,
toluene, and xylenes, and other organics including
PAHs (naphthalene) and phenols.
The selected remedial action for this site
includes in situ soil vacuum extraction (soil
venting) and off-gas treatment using either
incineration or activated carbon adsorption;
extraction of free product floating on the plume
followed by off-site incineration; ground-water
extraction and addition of nutrients for subsequent
reinjection and in situ biodegradation of residual
ground water contamination; and ground-water
monitoring. The estimated present worth cost for
this remedial action is $583,000, which includes a
total present value O&M cost of $200,000.
Performance Standards or Goals
Ground-water clean-up levels are based on
state and federal MCLs, whichever is more
stringent, and include benzene 1 ug/1 (state MCL),
xylene (total) 44 ug/1 (state MCL), and toluene
2,000 (federal MCL). Total phenols will meet the
state Ground Water Quality Standard of 300 ug/1.
The soil clean-up levels are based on state Soil
Cleanup Action Levels, which are TBCs, and
include 1 mg/kg for total priority pollutant VOCs.
For total petroleum hydrocarbons the action level
is 100 mg/kg. No chemical-specific ARARs for
soil contaminants were identified.
Institutional Controls
Not applicable.
174
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 562
FULTON TERMINALS, NY
First Remedial Action - Final
September 29, 1989
The 1.6-acre Fulton Terminals site is in Fulton,
Oswego County, New York. The site is bordered
to the west by the Oswego River, and a section of
the site lies within the river's 100-year floodplain.
Commercial and industrial operations are the
primary land uses in the vicinity of the site. Spills
and leaks of chemical wastes stored in eight tanks
at the site resulted in soil and ground-water
contamination. The wastes were produced as a
result of a combination of former asphalt and
roofing manufacturing operations conducted from
1936 to 1960, and a more recent hazardous waste
storage operation. From 1972 to 1977, Fulton
Terminals, Inc., operated a staging and storage
area for hazardous wastes destined for off-site
incineration. In 1981, following a citation for not
meeting federal and state standards for the
operation of a hazardous waste storage facility,
Fulton Terminals initiated a cleanup which
included emptying and removing four storage
tanks. From June 1986 to May 1987, EPA and the
PRPs undertook removal activities that included
securing the site, removing all remaining storage
tanks, excavating and removing approximately 300
cubic yards of contaminated soil and tar-like waste,
and partially removing and plugging a storm sewer
pipe running to the Oswego River. This remedy
addresses the low levels of soil contamination
remaining at the site and a plume of contaminated
ground water which threatens the Oswego River.
The primary contaminants of concern affecting the
soil and ground water are VOCs including
benzene, TCE, and xylenes, other organics
including PAHs, and metals including arsenic.
The selected remedial action for this site
includes excavation and low temperature thermal
treatment of approximately 4,000 cubic yards of
contaminated soil and backfilling the treated soil,
provided it passes the TCLP Toxicity Test;
placement of a one foot cap of clean top soil over
the site; ground water pumping and treatment on
site using air stripping and carbon adsorption,
followed by reinjection or other type of recharge
into the aquifer; disposal of soil and ground-water
treatment waste residues at a RCRA-approved
offsite hazardous waste facility; air monitoring; and
ground-water monitoring for three years. The
estimated present worth cost for this remedial
action is $4,031,000, which includes an annual
O&M cost of $732,000 for three years.
Performance Standards or Goals
Soil treatment levels are designed to prevent
leaching to ground water that will result in levels
above MCLs. Chemical-specific soil goals include
TCE 2 mg/kg, benzene 1.4 mg/kg, and xylenes 8
mg/kg. Ground-water clean-up levels will meet the
more stringent of federal and state drinking water
standards, including TCE 5 ug/1 (MCL) and
arsenic 1,000 ug/1 (MCL). Several contaminants
such as benzene, xylenes, and certain metals may
exceed drinking water standards at the end of
remediation because they are detected at higher
concentrations upgradient, and have been
determined to be naturally occurring in the area.
Naturally occurring wastes are not addressed under
Superfund.
Institutional Controls
Institutional controls will be applied to
prevent use of the underlying ground water due to
the high concentration of naturally occurring
metals in the ground water surrounding the site.
These controls will include well construction
permits and water quality certifications in
accordance with state law.
175
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 197
RIDGE RADIUM SITE, NJ
First Remedial Action
June 30, 1989
The Glen Ridge Radium site is in the Borough
of Glen Ridge and the town of East Orange in
Essex County, New Jersey. The site covers
approximately 90 acres of residential
neighborhoods including 306 properties. The
Montclair/West Orange Radium site is adjacent to
this site and is being addressed concurrently under
one remedial action. The soil at the site is
contaminated to varying degrees with radioactive
waste materials suspected to have originated from
radium processing or utilization facilities located
nearby during the early 1900s. The waste material
was disposed of in then-rural areas of the
communities. Houses were subsequently
constructed on or near the radium waste disposal
areas. Some of the radium contaminated soil is
believed to have been used as fill in the low-lying
areas, and some of the fill was mixed with cement
for sidewalks and foundations. Temporary radon
ventilation systems and gamma radiation shielding
have been installed and maintained by EPA and
the state to reduce indoor exposures. In June
1985, the state initiated a pilot study and excavated
portions of the radium contaminated soil and
disposed of the soil off site. The primary
contaminant of concern affecting the soil and
structures is radium226 which decays to radon gas.
The selected remedial action for this site
includes excavation of approximately 41,000 cubic
yards of highly contaminated soil and an
unspecified amount of debris followed by off-site
disposal; installation and maintenance of indoor
engineering controls at less contaminated
properties; environmental monitoring to ensure
remedy effectiveness; and continuation of a
treatment technology study for future actions. A
final decision for the less contaminated properties
has been deferred until after the 60-day public
comment period extension. The estimated present
worth cost for this remedial action is $53,000,000
with no O&M costs.
Performance Standards or Goals
The radium226-contaminated soil will be
excavated to a concentration of 5 pCi/g above
background concentration at the surface (top 6 in)
and 15 pCi/g above background in subsurface soil.
Institutional Controls
A decision to implement municipal or county
health ordinances (e.g., permits for home repair or
outdoor activities, deed restrictions) was deferred
as a result of public comment.
176
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 858
MARATHON BATTERY CORP., NY
Third Remedial Action - Final
September 29, 1989
The Marathon Battery Corp. site is a former
battery manufacturing plant in Cold Springs,
Putnam County, New York. The site is composed
of three study areas: Area I, which consists of East
Foundry Cove Marsh and Constitution Marsh;
Area II, which encompasses the former plant,
presently a book storage warehouse, the
surrounding grounds, and a vault with cadmium-
contaminated sediment dredged from East Foundry
Cove; and Area III, which includes East Foundry
Cove (48 acres), West Foundry Cove and the
Hudson River in the vicinity of Cold Spring pier
and a sewer outfall. Contamination in Area III
emanates from plant wastewater that was
discharged via the city sewer system into the
Hudson River at Cold Spring Pier or, in some
instances, through a storm sewer into East
Foundry Cove. A Record of Decision (ROD) was
signed for Area I in September 1986 with clean-up
activities to includes dredging the East Foundry
Cove Marsh. The second ROD for this site was
signed in September 1988 and included
decontamination of the battery plant and soil
excavation in Area II. This 1989 ROD represents
the third and final operable unit for the site and
addresses sediment contamination in Area III. The
primary contaminants of concern affecting
sediment at the site are metals including cadmium
and nickel.
The selected remedial action for the site
includes dredging of approximately 55,000 cubic
yards of cadmium-contaminated sediment in East
Foundry Cove to a depth of one foot, followed by
on-site chemical fixation and off-site disposal;
sampling and analysis of the area adjacent to and
under Cold Spring pier and dredging approximately
900 cubicyards of cadmium-contaminated sediment
from this area followed by treatment with East
Foundry Cove sediment; sediment monitoring and
performance of a hydrological study of Area III to
determine if West Foundry Cove is a depositional
area and in need of remediation; and long-term
sediment monitoring. The estimated present worth
cost for this selected remedy is $48,499,500, which
includes annual O&M costs of $21,303,330 for the
first year and $132,700 for years 2-30.
Performance Standards or Goals
The risk assessment for the site used
references doses because neither of the
contaminants of concern are considered
carcinogenic. The acceptable sediment
concentration of cadmium is 220 mg/kg.
Expectations are that by dredging the upper layer
of contaminated sediment, 95% of the cadmium
contamination will be removed. It is anticipated
that following remediation, cadmium
concentrations in the dredged areas will not exceed
10 mg/kg.
Institutional Controls
Not applicable.
177
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 198
MONTCLA1K/WEST ORANGE RADIUM SITE, NJ
First Remedial Action
June 30, 1989
The Monclair/West Orange Radium site is
located in the towns of Montclair and West
Orange in Essex County, New Jersey. The site
covers approximately 120 acres of residential
neighborhoods. The Glen Ridge Radium site is
adjacent to this site and is being addressed
concurrently under one remedial action. The soil
at the site is contaminated with radioactive waste
materials suspected to have originated from radium
processing or utilization facilities located nearby
during the early 1900s. The waste material was
disposed of in then-rural areas of the communities.
Houses were subsequently constructed on or near
the radium waste disposal areas. Some of the
radium-contaminated soil is believed to have been
used as fill in low-lying areas, and some of the fill
was mixed with cement for sidewalks and
foundations. Temporary radon ventilation systems
and gamma radiation shielding have been installed
and maintained by EPA and the state to reduce
indoor exposures. In June 1985 the state initiated
a pilot study, excavated portions of the
radium-contaminated soil and disposed of the soil
off site. The primary contaminant of concern
affecting the soil and structures is radium226 which
decays to radon gas.
The selected remedial action for this site
includes excavation of approximately 41,000 cubic
yards of highly contaminated soil and an
unspecified amount of debris followed by off-site
disposal; installation and maintenance of indoor
engineering controls at less contaminated
properties; environmental monitoring to ensure
remedy effectiveness; and continuation of a
treatment technology study for future actions.
EPA deferred a final decision for the less
contaminated properties until after a 60-day public
comment period extension. The estimated present
worth cost for this remedial action is $53,000,000
with no O&M costs.
Performance Standards or Goals
The radium226-contaminated soil will be
excavated to a concentration of 5 pCi/g above
background concentration at the surface (top 6 in)
and 15 pCi/g above background in subsurface soil.
Institutional Controls
A decision to implement municipal or county
health ordinances (e.g., permits for home repairs
or outdoor activities, deed restrictions) was
deferred as a result of public comment.
178
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Progress Toward Implementing SUPERFVND
Fiscal Year 1989
NPLRanfc 702
NORTH SEA MUNICIPAL LANDFILL, NY
First Remedial Action
September 29, 1989
The 131-acre North Sea Municipal Landfill site
is on eastern Long Island in Southampton, Suffolk
County, New York. The site is south of Little
Peconic Bay, in an area of extensive ponds, coves,
and wetlands. The 131-acre active landfill overlies
two aquifers and neighbors private homes that
obtain their drinking water from private domestic
wells. Two landfill cells, a proposed cell and a
series of 14 lagoons are also on the site.
Municipal solid waste, refuse, debris, and septic
system waste from residential, industrial, and
commercial sources have been disposed of at the
site since 1963. From the early 1960s to 1985 Cell
#1 received approximately 1.3 million cubic yards
of municipal waste and septic sludges. Subsequent
ground water monitoring revealed a contaminated
plume migrating from cell #1 toward a nearby
cove. Cell #1 was closed and partially capped in
1985, and a storm water diversion system was also
installed to collect storm water and recharge it.
Cell #2, which was equipped with a leachate
collection system and accepted approximately
80,000 tons of municipal waste annually, has been
closed since October 1989. The town has
constructed Cell #3, which is now in operation.
From the late 1960s to 1986,14 lagoons were used
to dispose of approximately 11 million gallons of
septic waste. The lagoons were subsequently
excavated and backfilled. This is the first of two
planned operable units and addresses source
control through remediation of Cell #1 and the
former sludge lagoons. A subsequent Record of
Decision will address ground and surface water
contamination. The primary contaminants of
concern affecting the soil and sludge are VOCs,
other organics including PAHs, metals including
arsenic and lead, and other inorganics.
The selected remedial action for this site
includes covering Cell #1 with a low permeability
cap; implementing site security and deed
restrictions; sampling sludge/soil in the former
sludge lagoons; and long-term air, surface water
and ground water quality monitoring. The
estimated present worth cost for this remedial
action ranges from $7,700,000 to $8,300,000,
depending on the type of landfill cap selected.
These figures include an estimated annual O&M
cost ranging between $190,000 and $200,000.
Performance Standards or Goals
Capping of the landfill reduces emissions of
methane gas and VOCs, and reduces percolation of
precipitation through the landfill and thus
migration of hazardous substances into ground
water. Individual contaminant goals were not
specified for this source control remedial action.
Institutional Controls
Site security and deed restrictions will be
implemented.
179
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 692
PEPE FIELD, NJ
First Remedial Action - Final
September 29,1989
The Pepe Field site is a former disposal area in
the town of Boonton, Morris County, New Jersey.
The 3-acre site is an inactive, municipally owned
recreational facility in a predominantly residential
area. From 1935 to 1950 the E.F. Drew Company
used the site to dispose of wastes generated from
processing vegetable oils and soap products.
Materials reportedly deposited onsite by the E.F.
Drew Company were diatoroaceous earth and
activated carbon filter residue, incinerator and
boiler ash, boiler ash, lime sludge, and soap
residue. Residents living adjacent to the site
complained about objectionable odors originating
from the site. To reduce odor emissions, the town
implemented elements of the odor abatement
program proposed by the Drew Company. During
the 1960s, the town covered the site with soil and
installed a leachate collection and treatment
system. Although these measures reduced the the
odor problems, some incidents were still reported.
Investigations revealed gas concentrations
exceeding the lower explosive limit in the soil
vapor at the perimeter of the site and in an
apparent soil gas plume extending below the
property adjacent to the site. The primary
contaminants of concern affecting the soil found in
the landfill include hydrogen sulfide and methane
gases.
The selected remedial action for this site
includes maintaining the site cover; installing and
maintaining a landfill gas collection and treatment
system using carbon adsorption; disposing of
carbon offsite; upgrading and maintaining the
existing leachate collection and treatment system;
ground-water monitoring; and implementing deed
restrictions to prevent waste disruption. The
estimated present worth cost for this remedial
action is $1,293,700, which includes an estimated
O&M cost of $108,000 for the first two years and
$93,000 for the next 28 years.
Performance Standards or Goals
Ground water and soil already meet state
drinking water standards and state action levels.
Leachate quality will comply with state
requirements for discharge either to a publicly
owned treatment works or to a nearby river.
Emissions from the gas treatment system will
comply with state air pollution regulations.
Chemical-specific cleanup goals were not specified.
Institutional Controls
Deed restrictions will be implemented to
prevent waste disruption.
180
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 7(F)
PICAHNNY ARSENAL, NJ
First Remedial Action
September 28,1989
The Picatinny Arsenal is a munitions and
weapons research and development installation
covering 6,491 acres and containing 1,500 buildings
in Morris County, near the city of Dover, New
Jersey. Ground-water contamination above state
and federal action levels has been detected in the
vicinity of Building 24, where past wastewater
treatment practices resulted in the infiltration of
metal plating waste constituents (i.e., VOCs and
heavy metals) into the ground water. Two unlined
lagoons alongside Building 24, thought to be a
source of contamination, was eliminated during a
1981 action during which the unlined lagoons were
demolished, contaminated soil removed, and two
concrete lagoons installed. Two additional
potential sources of contamination are a dry well
at Building 24 and a former drum storage area at
Building 31, directly across the street from
Building 24. This interim ground-water clean-up
remedy is designed to prevent deterioration to
Green Pond Brook, a major drainage artery onsite,
while the arsenal as a whole is evaluated. The
primary contaminants of concern affecting the
ground water are VOCs including TCE, and
metals.
The selected interim remedy for this site
includes ground-water pumping and treatment
using a pretreatment system for the removal of
metals and solids and air stripping to remove
VOCs; GAC filtration of VOCs from the air
stripper exhaust and air stripper effluent; discharge
of treated ground water to Green Pond Brook; and
effluent and air monitoring. Cost data was not
provided because USAGE was preparing to offer a
competitive bid contract for the system.
Performance Standards or Goals
ARARs will be used to establish effluent
quality and allowable VOCs emissions; however,
ARARs for ground-water clean up will apply to
the final remedial action, not this interim action.
Chemical-specific cleanup levels, therefore, were
not established.
Institutional Controls
Not applicable.
181
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRante 291
PORT WASHINGTON LANDFILL, NY
First Remedial Action - Final
September 30, 1989
The Port Washington Landfill site is on the
eastern portion of Manhasset Neck, Nassau
County, Long Island, New York. The 139-acre
municipally owned site consists of two landfilled
areas separated by a vacant area. This Record of
Decision addresses the 53-acre inactive landfill on
the western portion of the site, which is the
suspected source of methane gas thought to cause
furnace explosions in residences neighboring the
landfill during 1979 through 1981. From 1974 to
1983 the landfill operator accepted incinerator
residue, residential and commercial refuse, and
construction rubble for disposal. Because extensive
air monitoring, performed in 1981, revealed high
methane levels in several areas residences, a
venting system was installed to prevent subsurface
gases from migrating west of the landfill and to
destroy hazardous chemicals commonly detected in
sanitary landfill gas. In 1981, the county also
determined the presence of VOC contaminants in
a drinking water well on site, which has since been
removed from service. The primary contaminants
of concern affecting the soil and ground water are
VOCs including PCE, TCE, and benzene, and
other organics including methane gas.
The selected remedial action for this site
includes capping the landfill; rehabilitating the
existing gas collection system and installing
additional vacuum extraction vents; ground-water
pumping and treatment using a metals removal
process and air stripping followed by discharge to
an aquifer recharge basin; and environmental
monitoring using ground-water and landfill gas
wells. The estimated present worth cost for this
remedial action is $42,580,000, which includes a
present worth O&M cost of $16,247,000 for 30
years.
Performance Standards or Goals
Ground-water clean-up goals are based on
SDWA MCLs and state standards for drinking
water. Chemical-specific goals were not provided.
Institutional Controls
Not applicable.
182
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfo 627
PREFERRED PLATING CORP., NY
First Remedial Action
September 22, 1989
The 0.5-acre Preferred Plating Corp. site is in
a light industrial area of Farmingdale, Suffolk
County, New York. The site is bordered to the
east and west by commercial and light industrial
properties, to the north by a large wooded area,
and to the south by a residential community and a
U.S. Army facility. More than 10,000 people live
within a 3-mile radius of the site. Between
September 1951 and June 1976, Preferred Plating
Corporation operated a metal treating facility that
resulted in the generation, storage, and disposal of
hazardous waste. Untreated wastewater was
discharged to four concrete leaching points directly
behind the facility. Site investigations conducted
by the county as early as 1953 revealed heavy metal
contamination of ground water and cracked and
leaking on-site leaching pits. Ground water is used
for drinking water supplies by the entire
population of both Naussau and Suffolk counties.
The nearest public water supply well fields are
located approximately one mile southeast of the
site. This operable unit addresses the overall
ground-water contamination attributable to the
site; a second operable unit will be undertaken to
more fully characterize and identify any
contaminated soil and to investigate potential
upgradient sources of contamination. The primary
contaminants of concern affecting the ground
water are VOCs including TCE and PCE, and
metals including chromium and lead.
The selected remedial action for this site
includes pumping and on-site treatment of
contaminated ground water using metal
precipitation, carbon adsorption, and ion exchange
followed by reinjection of the treated ground
water; off-site disposal of 220 gallons per day of
wet cake generated by the water treatment plant
and spent carbon filters to a RCRA subtitle C
facility; and periodic ground-water monitoring.
The estimated present worth cost is $9,327,400 for
12 years with an annual O&M cost of $920,900.
Performance Standards or Goals
On-site ground-water clean-up standards for
the contaminants of concern were based on SDWA
MCLs and State Ground Water Quality
Regulations. Because this Record of Decision is
only part of a total remedial action that will
include another operable unit, the selected remedy
by itself will not meet all chemical-specific ARARs
or be capable of restoring area ground water to
ground-water quality standards until upgradient
source areas are removed. In the event a second
operable unit fails to identify or control the source
area, a waiver for technical impracticability will be
sought.
Institutional Controls
Not applicable.
183
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 535
SMS INSTRUMENTS, INC., NY
First Remedial Action
September 29,1989
The 1.5-acre SMS Instruments, Inc. site is in a
light industrial and residential area of Deer Park,
Suffolk County, New York. Since 1967 the site
has been operated as an industrial facility which
overhauls military aircraft components. Past waste
disposal practices included discharging untreated
wastewater from degreasing and other refurbishing
operations to an underground leaching pool. In
1980 the site owner removed 800 gallons of VOC
and metal-contaminated wastewater from the pool,
and subsequently filled it with sand and sealed all
drain pipes. In 1981 the county required the site
owner to leak test a 6,000 gallon underground
storage tank (UST) used to store jet fuel. Because
tests indicated leakage, the tank was emptied and,
in 1988, was excavated and removed. This Record
of Decision represents the first of two operable
units at the site and addresses ground-water and
soil contamination. Source areas include the
former UST area, the leaching pool, and spill areas
where wastes were formerly stored in drums. A
subsequent operable unit will investigate suspected
sources of upgradient contamination. The primary
contaminants of concern affecting the soil and
ground water are VOCs including PCE, TCE, and
xylenes, and metals including chromium and lead.
The selected remedial action for this site
includes treating approximately 1,250 cubic yards
of soil using in situ steam stripping or air stripping
depending on the results of a planned treatability
study; and ground-water pumping and treatment
using air stripping followed by reinjection through
on-site wells. The contingency plan for soil
remediation includes excavation and off-site
incineration of contaminated soil. The estimated
present worth cost for the selected remedial action
is $1,195,800, which includes an annual present
worth O&M cost of $437,576.
Performance Standards or Goals
Treated ground water will meet state and
federal drinking water standards prior to
reinjection. Specific ground water cleanup goals
include TCE 5 ugA (MCL), PCE 0.7 ug/1 (state),
xylenes 5 ug/1 (state), chromium 50 ug/1 (MCL),
and lead 25 ug/1 (State). Soil will be treated until
all VOC contaminants of concern attain a soil
contaminant level of less than 10 ug/kg.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 42
VINELAND CHEMICAL CO., INC, NJ
First Remedial Action
September 28,1989
The Vineland Chemical Co., Inc. site is in
Vineland, Cumberland County, New Jersey. The
site is in a residential/industrial area and borders
the Blackwater Branch stream, a tributary to the
Maurice River, which ultimately flows into Union
Lake. The Vineland facility consists of several
herbicide manufacturing and storage facilities, a
wastewater treatment facility, and several lagoons.
The facility produces approximately 1,107 tons of
herbicide waste by-product salts, EPA hazardous
waste number K031, each year which were stored
on site in uncontrolled piles on the soil, in the
unlined lagoons, and in abandoned chicken coops.
Furthermore, arsenic-contaminated wastewaterwas
discharged into unlined lagoons until 1980 when
Vineland Chemical Company began treating
wastewater. Since 1978, hazardous waste salts
produced at the site have no longer been stored on
site for more than 90 days and are disposed of off
site by licensed shippers; however, the past
improper storage of those salts have resulted in
extensive arsenic contamination of soil, sediment,
and ground water because of the high solubility of
the salts. The ground water underneath the plant
discharges into the Blackwater Branch stream and
has resulted in contamination of sediment in
Blackwater Branch, the Maurice River, and Union
Lake. The site has been divided into four discrete
operable units to facilitate remediation: sediment
in the 870-acre Union Lake; sediment in the
Maurice River and Blackwater Branch stream
areas; soil associated with the Vineland Chemical
Company facility; and ground water underlying the
site. The primary contaminant of concern affecting
the soil, sediment, and ground water is arsenic.
The selected remedial actions for this site will
be implemented in four discrete operable units
(OUs). OU 1, the plant site source control, will
include in situ flushing of 126,000 cubic yards of
arsenic-contaminated soil, 54,000 cubic yards of
which will be excavated and consolidated with
72,000 cubic yards of undisturbed soil;
decontaminating on-site storage buildings (chicken
coops); and closing two impoundments followed by
off-site treatment and disposal of the wastewater
and sludge recovered from the impoundments.
OU 2, the plant site ground water, will include
ground-water pumping and treatment followed
either by reinjection, off-site discharge to the
Maurice River, or reuse for soil flushing; and off-
site treatment and disposal of residue sludge from
ground-water treatment. OU 3, the stream and
river areas sediment, will include excavating,
dredging, and treating 62,600 cubic yards of
exposed and buried sediment from the Blackwater
Branch and its floodplain using water wash
extraction followed by on-site redeposition of
treated sediment; treating and off-site disposal of
sludge residue from the water wash extraction
process; implementing a three-year period of
natural river flushing for the Maurice River
sediment after remediating the
arsenic-contaminated ground water; and selection
of a water wash contingent remedy for the river
sediments if levels persist above action levels. OU
4, an interim remedy for the Union Lake sediment,
will include dredging, excavating, and treating
sediment from Union Lake using water wash
extraction followed by redeposition into the lake;
treating and disposing of sludge residue off-site;
and sediment and surface water monitoring. The
estimated present worth cost for these remedial
actions is $66,384,636, which includes estimated
annual O&M costs of $3,463,463 for the short
term and $38,010 for the long term for the plant
source control, stream and river sediment, and lake
sediment operable units; and a present worth
O&M cost of $5,155,053 for the ground water
operable unit.
Performance Standards or Goals
Soil, sediment, and ground-water clean-up
goals for arsenic are based on 10"6 health-based
levels and MCLs. Specific goals include 20 mg/kg
(soil and surface sediment), 120 mg/kg (submerged
sediment), and 50 ug/1 (ground water).
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
Institutional Controls
Not applicable (may be determined and
implemented at a later date).
186
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 419
VINELAND STATE SCHOOL, NJ
First Remedial Action - Final
September 30,1989
The 195-acre Vineland State School site is in
the northern part of the city of Vineland,
Cumberland County, New Jersey. The site,
commonly referred to as the Vineland
Developmental Center, is a residential treatment
facility for mentally handicapped women and is
comprised of numerous buildings to care for the
1,300 residents. In addition to the facility, the site
includes farmland, a hospital care facility, facility
maintenance shops, and an unregulated
incinerator. The site overlies three aquifers which
serve as major sources of drinking water for the
county. There were numerous allegations of
improper waste disposal at five separate on-site
subsites. Subsite one, a former landfill which has
since been used to covered and vegetated,
reportedly had been used to dump mercury and
arsenic-contaminated pesticides. Data from the
remedial investigation, however, could not confirm
these allegations. At subsite two, PCB-
contaminated fluid spilled and spread over a 1-acre
area. The State remediated subsite two in 1988,
which included demolishing and disposing of
approximately 3,900 tons of PCB-contaminated soil
and concrete pads off site. Subsite three was
a garbage dump for 10 years before being
backfilled and used as a baseball field. Subsites
four and five were pits where transformer oils and
chemicals were dumped in the mid 1950s.
Investigation results of the subsites excluding
subsite two, which was cleaned up in 1988,
revealed only low levels of contamination.
The selected remedial action for this site is no
further action. The risks posed by the
contamination in these areas are within the
acceptable range as determined by the state and
EPA. As a precautionary measure, however,
ground water and disposal areas will be monitored.
No costs were specified for this remedial action.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
187
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 3
(Delaware, District of Columbia, Maryland, Pennsylvania, Virginia, West Virginia)
NFL Rank: 655
AMBLER ASBESTOS PILES, PA
Second Remedial Action - Final
September 29, 1989
The Ambler Asbestos Piles site is in the
southwestern portion of the Borough of Ambler,
Montgomery County, Pennsylvania. This second
operable unit for the site addresses the
CertainTeed asbestos pile portion of the Ambler
Asbestos site. The CertainTeed asbestos pile
contains asbestos scrap materials and encompasses
approximately 3.5 acres of a 5-acre tract. Land
around the site is used for industrial, commercial,
residential, and transportation purposes. The site
is bordered to the southeast by the Stuart Farm
Creek floodplain and associated wetlands system,
and to the west by the Wissahickon Creek
floodplain. The CertainTeed pile was created by
the disposal of asbestos-cement scrap originating
from asbestos pipe manufacturing operations at the
CertainTeed plant. In addition, asbestos-
contaminated sludge from a process water
treatment settling pond was also disposed of at the
site. Asbestos waste disposal continued from 1962
until 1977 when the state ordered the CertainTeed
pile closed. At present the pile contains
approximately 110,000 cubic yards of
asbestos-related waste material which is covered by
approximately 22,000 cubic yards of soil. Several
inorganic contaminants have also been detected in
the soil and debris of the pile as well as in surface
water and sediment from Stuart Farm Creek.
Because the actual sources of the inorganic
contaminants in the creek have not been identified,
a verification study will be performed to define the
source of these contaminants. The primary
contaminant of concern affecting the soil,
sediment, debris, and surface water is asbestos.
The selected remedial action for the site
includes regrading the pile plateau to promote
proper storm water drainage; placing a soil cover
with geotextile reinforcement on portions of the
pile plateau and slope where the soil cover is less
than two feet deep; performing a verification study
to determine the source of inorganics in Stuart
Farm Creek; installing erosion control devices to
protect the toe of the pile from scouring by Stuart
Farm Creek; implementing erosion and
sedimentation controls to facilitate vegetation;
restricting site access; monitoring air and surface
water; and post-closure maintenance. The
estimated present worth cost for this remedial
action is $753,000, which includes annual O&M
costs of $21,700 for the first five years and $10,200
for years six to thirty.
Performance Standards or Goals
This remedy addresses containment of
asbestos-contaminated debris; therefore, no clean-
up level is provided for the debris.
Institutional Controls
Institutional controls will be established to
restrict future land use to surficial activities by
authorized personnel.
188
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 512
BALLY GROUND WATER CONTAMINAHON, PA
First Remedial Action
June 30, 1989
The Bally Ground Water Contamination site is
a municipal water supply well field in the Borough
of Bally in Berks County, near the Philadelphia
metropolitan area. The Bally Well Field and the
springs to the northwest of the site are the public
water sources for approximately 1,200 Bally
residents. The area near the site includes wetlands
to the north and a manufacturing plant (the plant)
1,000 feet to the south of one of Bally Well Field's
municipal wells (Well No. 3). Since the 1930s
degreasing solvents containing methylene chloride,
TCA, methanol, toluene, and TCE have been used
in manufacturing at the plant. One of the plant's
facilities includes a drum storage area which
contains empty drums, waste oil, and spent
degreasers. A 1982 state water quality check
identified the plant as a source of VOC
contamination in Bally's municipal wells. Former
lagoons underlie the plant and are also considered
potential sources of aquifer contamination. From
December 1982 to March 1987 the Borough of
Bally did not use the contaminated Municipal Well
No. 3 for water supply although the water was
periodically pumped and discharged into a nearby
pond to contain the contaminant plume. Pumping,
however, had the effect of drawing VOCs deeper
into the aquifer. The well was completely shut
down in March 1987. Results of additional ground
water contamination studies indicated that 19 of 35
wells sampled contained detectable levels of VOCs.
Currently a plume of VOC-contaminated ground
water extends from the plant to the east and
northeast. Plume contaminant movement has
become more controlled since pumping and air
stripping pilot testing began at Well No. 3.
Ground water is the focus of this remediation
because no remaining source of VOC
contamination has been identified on the site. The
primary contaminants of concern affecting the
ground water are VOCs including TCE.
The selected remedial action for this site
includes abandoning appropriate wells in the
attainment area; pumping and treatment of ground
water from Municipal Well No. 3 by air stripping
with either vapor phase carbon, regenerable vapor
phase carbon, or vapor phase catalytic oxidation,
followed by discharging treated water to an
adjacent stream or into the municipal potable
water system, as needed, to provide a suitable
alternative water supply; implementation of
institutional controls restricting the use of
operable private wells and the construction of new
wells within the attainment area; and performing
ground-water and surface-water monitoring to
measure contaminant concentration and migration.
The estimated present worth cost for this remedial
action ranges from $2,950,000 to $3,640,000, which
includes O&M costs from $105,000 to $189,000
depending on the chosen treatment option.
Performance Standards or Goals
Ground water will be treated to meet MCLs
or PMCLs when final MCLs are unavailable.
Chemical-specific goals include TCE 0.005 mg/1
(MCL).
Institutional Controls
Institutional controls will be implemented to
restrict the use of operable private wells and the
construction of new wells.
189
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 924
CRAIG FARM DRUM, PA
First Remedial Action - Final
September 29, 1989
The Craig Farm Drum site covers
approximately 117 acres near the village of
Fredericksburg in Armstrong County, Pennsylvania.
The area around the site is dominated by farmland
and forest, and a creek crosses the southern
portion of the site. The site consists of two
abandoned strip mine pits which were later used
for disposal of distillation residue containing
resorcinol and other high polymers. From 1958 to
1963 the Koppers Chemical Co. disposed of 2,500
tons of resorcinol production residue in 55-gallon
drums in the pits. Resorcinol is an organic
compound used as an adhesive enhancer in
commercial products such as tires and
Pharmaceuticals. Investigations in 1984 revealed
that the majority of drums were broken or crushed
and were without lids. The primary contaminants
of concern affecting the soil and ground water are
VOCs including benzene, other organics, phenols,
metals including lead and chromium, and other
inorganics.
The selected remedial action for this site
includes the excavation of 32,000 cubic yards of
soil from the two disposal pits and surrounding
area with on-site treatment using solidification;
placement of treated soil in a newly excavated and
lined on-site landfill followed by capping; passive
collection of ground water using a seep interceptor
system with off-site treatment; and performing a
ground water verification study. The estimated
present worth cost for this remedial action is
$5,188,000, which includes estimated annual O&M
costs of $124,000 for 30 years.
Performance Standards or Goals
Soil will be excavated until the organic
compound resorcinol is no longer detectable (<50
mg/kg). Ground-water performance levels include
benzene 0.005 mg/1 (MCL), phenol 3.5 mg/1
(AWQC), chromium 0.05 mg/1 (MCL), and lead
0.05 mg/1 (MCL).
Institutional Controls
Deed notices will be implemented to notify
property owners of contaminants at the site.
190
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 801
CROYDEN TOE, PA
First Remedial Action
December 28,1988
The Croyden TCE site is located in Bristol
Township, Bucks County, Pennsylvania. VOC
contamination in the ground water has been
detected over a 3.5-square mile area referred to as
the study area. The study area is predominantly
residential with an estimated 3,000 residents. A
small southeastern portion of the study area
containing elevated levels of VOCs, particularly
TCE, and numerous potential source areas have
been identified and are referred to collectively as
the "focused area of investigation." This smaller
area is composed of the Croyden residential
community and several manufacturing and
commercial establishments. The study area is
bordered on the south by the Delaware River.
Neshaminy Creek, which borders the study area to
the west, and Hog Run Creek which flows through
the focused area of investigation, both discharge to
the river. Although the source of contamination
has not been identified, the contaminant plume
appears to be flowing south-southeast into the
East Branch of Hog Run Creek and probably into
the Delaware River. EPA identified the Croyden
site following a series of studies beginning in 1984
conducted on the Rohm & Haas site, an industrial
landfill, located on the southern boundary of the
site. The primary contaminants of concern
affecting the ground water are VOCs including
TCE and PCE.
The selected remedial action for this site
includes connecting approximately 13 residences to
the public water supply system via the construction
of new water services lines, mains, hydrants, and
valves; and ground-water monitoring to ensure that
homes located outside of the TCE-contaminated
zone will not be at risk from the migrating plume.
The estimated present worth cost for this remedial
action is $106,000 with annual O&M cost of $3,400
for 30 years.
Performance Standards or Goals
This operable unit does not address treatment
of contaminated soil or water. The remedy will
prevent human exposure to concentrations of TCE
in excess of federal, state and local health-based
ARARs.
Institutional Controls
Not applicable.
191
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 927
CRYOCHEM, ING, PA
First Remedial Action
September 29, 1989
The 19-acre CryoChem, Inc. facility is a metal
fabricating facility in the village of Worman, Earl
Township, Berks County, Pennsylvania. The
facility consists of a workshop area, a warehouse,
and an office building which are all located in the
southern four acres of the site. Between 1970 and
1982, Cryochem reportedly used chemical solvents
to clean dye from metal welds at a rate of two to
three 55-gallon drums per year. The facility also
reported that a solvent spill had occurred at some
unspecified time in the past. Spilled solvent is
suspected to have collected in the workshop drains
and flowed, through underground channels,
towards a stream that flows across the site. Spilled
solvent has also migrated through the soil column
and has contaminated the ground water underlying
the site. Ground-water samples, collected between
1981 and 1985 by the state and EPA, revealed that
an on-site production well, nearby residential wells,
and on-site soil have been contaminated. As a
result of drinking water contamination, EPA
installed activated carbon filters in 13 homes in
1987. This Record of Decision, the first of two
operable units, addresses the distribution of clean
water to residents whose water supply is affected
or potentially affected by ground-water
contamination. The primary contaminants of
concern affecting the ground water are VOCs
including TCA, DCA, TCE, DCE, and PCE.
The selected remedial action for this first
operable unit includes installation of dual-activated
carbon adsorption units or continued maintenance
of existing carbon units at affected homes until a
permanent clean water supply is developed;
implementation of periodic sampling at potentially
affected homes; construction of a new
uncontaminated water supply to serve affected and
potentially affected residences and businesses; and
periodic sampling of residents outside the affected
area. The estimated present worth cost for this
remedial action is $1,260,000 which includes
annual O&M costs of $80,000.
Performance Standards or Goals
Ground water will meet SDWA MCLs or an
excess cancer-risk level less than 10"6 if an MCL
has not been developed for a particular chemical.
Target cleanup levels for ground water include
TCA 200 ug/1 (MCL), DCA 0.38 ug/1 (based on a
W6 cancer risk), TCE 5 ug/1 (MCL), DCE 7 ug/1
(MCL), and PCE 0.66 ug/1 (based on a 10'6 cancer
risk).
Institutional Controls
Not applicable.
192
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 106
DOUGIASSVILLE DISPOSAL, PA
Second Remedial Action - Final
(and Amendment)
June 30, 1989
The Douglassville Disposal site is a 50-acre
abandoned waste oil processing facility in Union
Township, Berks County, Pennsylvania. The area
surrounding the site includes agricultural land,
residences, and light industrial development. The
site lies almost entirely within the 100-year
floodplain of the Schuylkill River, which borders
the site to the north and east. The Schuylkill
River is used for municipal and industrial water
supply, recreational purposes, and waste
assimilation. Further downstream of the site,
seven public water supply users draw water from
the Schuylkill River. From 1941 to 1979 the site
operated as a lubrication oil and waste solvent
recycling facility. Wastes generated from the
recycling processes were stored on site in several
lagoons. The site consists of a former waste oil
processing area and various waste disposal areas.
Because of the site's size and the complexity of the
various on-site activities, the site has been divided
into 10 source areas of contamination. Disposal
areas include two backfilled sludge disposal
lagoons (source areas four and five), an oily filter
cake disposal area (source area two), an oil drum
storage area (source area eight), an area where
waste oil sludge was landfarmed into the soil
(source areas three and six), the former processing
facility/tank farm area (source area one), a small
backfilled lagoon (source area nine), an old
incinerator (source area seven), and an area of
scrap metal and tanks (source area 10). In 1970
heavy rain caused a lagoon to overflow and breach
safety dikes; two to seven million gallons of waste
flowed into the Schuylkill River. Two years later,
a hurricane caused the Schuylkill River to overflow
its banks and inundate the entire site, releasing an
estimated six to eight million gallons of waste.
EPA subsequently drained and backfilled the
lagoons. Beginning in 1979 operations changed to
refining waste oils for use as fuel in industrial
boilers. Oily wastewater sludge from the refining
process was landfarmed in the area until 1981,
when the state mandated operational corrections
to the landfarming practices. All operations
ceased in 1985. The 1988 Record of Decision
(ROD) addressed the risks associated with the
former processing facility/tank farm area, which
were impediments to any future soil and ground-
water remediation. This second and final response
action addresses soil and ground-water
contamination remaining after the former
processing facility/tank farm and associated wastes
have been removed offsite. This ROD also
amends, in part, the 1985 ROD, which outlined the
remedial action for the source areas designated as
two, four, and five but deferred a decision
regarding ground-water contamination. The
primary contaminants of concern affecting the soil,
sediment, and ground water are VOCs including
benzene, toluene, and vinyl chloride, other organics
including PAHs, PCBs, and phenol, and metals
including lead.
The selected remedial action for this site
includes excavation and on-site thermal treatment
of 48,400 cubic yards of soil and sludge from
source area two, and 600 cubic yards of oily
sediment from the drainage ditch that runs from
source area nine, followed by backfilling ash
residue into source area two; covering the
backfilled area with clean soil followed by
revegetation; capping of source areas one, four,
and five with one foot of fly ash and two feet of
soil followed by revegetation; if ash residues exceed
EP toxicity levels solidification would be required
prior to onsite disposal; capping source areas
three, six, and nine (approximately 10 acres) with
one foot of clean soil followed by revegetation;
implementing institutional controls to prevent soil
disturbance and well drilling; ground-water and
surface-water monitoring; and establishing ACLs
for ground water. The estimated present worth
cost for this remedial action ranges from
$39,430,000 to $53,769,000 depending on whether
ash residue requires solidification prior to disposal.
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
Performance Standards or Goals 7.1 ug/1, and lead 227 ug/1. Lead emissions to the
air will not exceed NAAQS and state air quality
The selected remedy will treat soil that exceeds standards which are set for lead at 1.5 ug/nr (on a
a 10"6 cancer-risk level. Ground-water protection quarterly average).
standards will be alternate concentration levels
(ACLs) and will be established as the maximum Institutional Controls
existing concentration measured in the monitoring
wells. The ACLs include benzene 2,000 ug/1, Institutional controls will be implemented to
toluene 2,300 ug/1, vinyl chloride 1,200 ug/1, phenol restrict area access and ground water use.
194
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NFL Rank: 487
HAVERTOWN PCP, PA
First Remedial Action
September 29,1989
The Havertown PCP site is in Havertown,
Delaware County, Pennsylvania, approximately 10
miles west of Philadelphia. This 12 to 15 acre site
consists of a wood treatment facility, an adjacent
manufacturing facility, and Naylors Run Creek
which drains the area. Land use in the vicinity of
the site consists of commercial and residential
properties. Contamination at the site is due to
improper disposal of wastes generated from wood
preserving operations. From 1947 to 1963,
PCP-contaminated oil was dumped into a well
which drained into ground water beneath the
facility. In 1972, the state identified contaminated
ground water discharging from a storm sewer into
Naylors Run. From 1976 to 1982 EPA performed
containment activities including installing filter
fences in Naylors Run and sealing a sanitary sewer
pipe. In 1988 EPA installed a catch basin in
Naylors Run to trap discharge from the storm
sewer pipe. Other onsite wastes include five
holding tanks filled with PCP and VOC-
contaminated wastewater and numerous 55-gallon
drums of unanalyzed waste materials. This Record
of Decision (ROD), the first of two operable units,
will address the remediation of surface water and
the disposal of drummed and tanked wastes. A
subsequent ROD will address the impact of
contaminated soil on ground-water contamination
at the site. The primary contaminants of concern
affecting the surface water are VOCs including
benzene, toluene, and TCE, other organics
including phenols, diorins, PCP, and PAHs, metals
including arsenic and chromium, and oils.
The selected remedial action for this site
includes off-site land disposal of 200 drums of soil
and oily debris, and off-site treatment and disposal
of 6,000 gallons of wastewater stored in on-site
tanks; soil monitoring; installing and operating an
oil/water separator at the storm sewer effluent
point to Naylors Run; multimedia monitoring; and
implementation of site access restrictions. The
estimated present worth cost for this remedial
action is $1,158,200, which includes an estimated
annual O&M cost of $110,000 for years one to five
and $45,000 for years six to thirty.
Performance Standards or Goals
Cleanup goals for the site are based on a 10"6
risk level. Specific surface water cleanup goals
include reducing the discharge of PCP-
contaminated oil to Naylors Run to less than 5
mg/1 which translates to a surface water
concentration of 17 ug/1. In addition, surface water
concentrations for benzene, toluene, TCE and
other VOCs will be reduced by 17%.
Institutional Controls
Not applicable.
195
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Progress Toward Implementing SUPEKFUND
Fiscal Year 1989
NPLRank: 778
HEBELKA AUTO SALVAGE YARD, PA
First Remedial Action
March 31, 1989
The 20-acre Hebelka site is located in a rural
area of the Weisenburg Township in Lehigh
County, Pennsylvania. The site is bordered
primarily by agricultural fields; however, three
residences are located on or immediately adjacent
to the site. From 1958 to 1979, the property was
used as an automobile junk yard with intermittent
periods of activity involving salvage operations.
Debris including two large piles of battery casings,
empty drums, junk cars, and scrap metal were
accumulated on site. A site inspection in
December 1985 revealed lead in soil downgradient
from the battery piles, and chromium in
downgradient sediment. Lead concentrations were
highest in surface soil samples (<3ft) ranging from
200 to 65,000 mg/kg. This Record Of Decision
addresses source control; a second operable unit
will address migration pathways such as
downgradient sediment and ground water. The
primary contaminant of concern at the site is lead.
The selected remedial action for this site
includes excavation and on-site fixation of 5,000
cubic yards of soil, followed by off-site disposal of
treated soil at a sanitary landfill; excavation and
recycling of 1,000 cubic yards of battery casings;
and soil backfilling and revegetation. The
estimated present worth cost for this remedial
action ranges from $6,073,436 to $6,884,652; the
greater cost reflects the additional expense of
disposing of the battery casings if recycling is
impractical. No O&M costs are expected.
Performance Standards or Goals
The soil will be excavated down to a lead
concentration of 560 mg/kg based on health-risk
calculations.
Institutional Controls
Not applicable.
196
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 404
HENDERSON ROAD, PA
Second Remedial Action - Final
September 29,1989
The Henderson Road site is a 7.6-acre site in
Upper Merion Township, Pennsylvania. O'Hara
Sanitation Company, Inc. has used the site for
waste storage, waste recycling, vehicle maintenance,
and parking and office facilities since 1974. The
area surrounding the site is zoned for industrial
and residential use. The site is bounded by the
Pennsylvania Turnpike, the Conrail property
including train tracks, Henderson Road, and Frog
Run. The Upper Merion Reservoir, located 2,000
feet upgradient of the site, serves as part of the
water source for approximately 228,000 people.
Prior to 1974 the site was operated by the Ellis
Concrete Company as a concrete preparation
plant. During this operation cinders may have
been placed on the western portion of the site and
on adjacent railroad property. In 1974 William J.
O'Hara, Inc. began landfilling trash and
construction debris on central and eastern portions
of the site until 1984. Between 1974 and 1977
William J. O'Hara, Inc. alledgedly injected
industrial waste into a 160-foot onsite well.
Furthermore, liquid waste, sludge, and drums may
have been disposed of in the landfill. The first
operable unit for this site, as described in a June
1988 Record of Decision, included pumping and
treatment, using air strippers, of contaminated
ground water. This will be accompanied by
additional characterization of the injection well,
exavation of oil pit sediment if found, removal of
significant waste within the well if feasible,
institutional controls, further characterization of
saturated and unsaturated zones, possibly direct
treatment in the unsaturated zone, monitoring, and
periodic evaluation of cleanup goals. The second
operable unit addresses all surface sources of
contamination at the site. The primary
contaminants of concern affecting the soil and
ground water are VOCs including benzene,
toluene, PCE, and TCE, and other organics
including PAHs. The predominant carcinogenic
risk for the landfill operable unit (LOU) is based
on the prediction of movement of leachate to
ground water. Of the 19 chemicals of concern
identified for the LOU, bis (2-chloroethyl) ether
and six volatiles are considered by EPA to pose the
greatest threat to ground water. Other routes of
exposure include those from ingestion of soil and
inhalation of fugative emissions.
The selected remedial action for this operable
unit includes installation of erosion controls;
regrading and capping, including possibly moving
the on-site watermain; installing a short- and
long-term leachate collection system with
treatment and discharge to be determined during
design; excavation and on-site consolidation of
trash, soil, and cinder currently located at the
adjacent Turnpike property with appropriate
remediation of wastes left in place at the Turnpike
property; further sample collection and data
evaluation in the western portion of the site
leading to a determination regarding treatment
and/or capping in that area, and contingent ground
water recovery; monitoring of ground water and
leachate; and institutional controls. The estimated
present worth cost for this remedial action is
$7,265,000, which includes an annual O&M cost of
$213,260.
Performance Standards or Goals
Treatment prescribed for this landfill operable
unit is designed to achieve an on-site risk of 4.2 x
10"6. Soil cleanup is based on depth from surface
not on concentrations of contaminants. Clean-up
standards for the aquifer, which has been
considered as Class IIA, are identified consistently
for both operable units and are based on the most
conservative value derived from the following:
MCLs, MCLGs, aquatic water quality criteria,
drinking water equivalent levels, suggested
no-adverse effect levels, models developed during
the risk assessment, processes described in the
Superfund Public Health Evaluation Manual, and
specific values developed by EPA where no other
ARARs exist. MCLs were used where available.
Alternate concentration limits are proposed for
1,1-dichloroethane, 1,2-dichloroethane, benzene,
1,2-dichloropropane, and trichloroethene.
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
Chemical-specific ARARs are proposed in the Institutional Controls
LOU ROD for 56 constituents.
Institutional controls will be used to restrict
activities that would interfere with remediation at
the site.
198
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 888
KIMBERTON SITE, PA
Second Remedial Action - Final
June 30, 1989
The Kimberton site is in Chester County,
Pennsylvania, near the Philadelphia metropolitan
area. The site encompasses an industrial
production plant currently owned by Monsey
Products Company, Inc., and adjacent properties
within the neighboring village of Kimberton.
Water quality testing since 1981 has revealed
numerous area domestic and commerical potable
well water supplies contaminated with VOCs. A
portion of this contamination originated from the
on site industrial production plant, which disposed
of wastes in several lagoons during the 1950s. An
EPA investigation in the spring of 1982 revealed
the presence of organics, including TCE and DCE,
in local ground water, surface water, and soil. In
mid 1982, fifty seven, 55-gallon drums from an
abandoned on-site septic system were excavated,
removed, and disposed of off site. In 1984 a
remedial action program was initiated to excavate,
remove, and dispose of approximately 2,050 cubic
yards of soil from three former lagoon areas that
were highly contaminated with VOCs. These
lagoons are in proximity to numerous private water
supply wells and less than 1 mile from French
Creek, which is used for public recreation and
fishing. VOCs are believed to ultimately discharge
to surface waters to the north and east in the
village of Kimberton via the ground water. In
1985, 67 residential and commercial wells were
sampled and found to contain various
concentrations of TCE, DCE, and vinyl chloride.
As a result of these findings, the former and
current owners of the plant agreed to provide 23
residential and commercial locations with an
alternate source of drinking and contact water as
an interim solution under the first operable unit.
This second operable unit addresses the
contaminated plume and the source of
contamination. The primary contaminants of
concern affecting the ground water and surface
water are VOCs including TCE and DCE.
The selected remedial action for this site
includes the continued provision of alternate water
supplies through GAC treatment system and/or
potable water supply storage tanks; pumping and
treatment of ground water using an air stripping
system with on-site discharge to an adjacent
stream; long-term ground water monitoring;
collection and treatment of surface water at the
local ground water discharge point using an air
stripping system; and institutional controls to
restrict ground water use. The estimated present
worth cost of this remedial action is $2,630,000,
which includes annual O&M costs of $175,000.
Performance Standards or Goals
The current goal of ground-water remediation
is to achieve natural background conditions.
Ground water will gradually meet MCLs through
air stripping, natural flushing, and VOC
degradation. VOC-contaminated ground water will
be treated to attain MCLs including TCE 5 ug/1,
DCE 7 ug/1, and vinyl chloride 2 ug/1. Surface
water will be treated to meet ambient water quality
criteria including TCE 21,900-45,000 ug/1 and DCE
11,600 ug/1. Because the site is located in a
nonattainment area for ozone, air emissions from
the air stripping system will comply with state air
toxic guidelines.
Institutional Controls
Institutional controls will be implemented to
restrict the installation and use of new ground-
water extraction wells within the area affected by
ground-water contamination.
199
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 258
M.W. MANUFACTURING, PA
First Remedial Action
March 31, 1989
The M.W. Manufacturing site is a former
copper recovery facility located in Montour
County, Pennsylvania, two miles north of Danville.
The Pennsylvania Department of Transportation
(PennDOT) maintains a storage area immediately
north of the site, and farmlands and wooded lots
are adjacent to the site on the west and south.
Mauses Creek flows in a southerly direction past
the site. Several private residences, motels, gas
stations, restaurants, and a Head Start school are
located just north of the FennDOT storage area
and rely on private ground-water wells for drinking
water. M.W. Manufacturing was engaged in
secondary copper recovery from scrap wire, using
both mechanical and chemical processes. Granular
carbon wastes generated by the chemical process
was dumped on site, and spent solvents and acids
were allegedly disposed of on site. In 1972, M.W.
Manufacturing filed for bankruptcy and the
Philadelphia National Bank acquired the property.
Warehouse 81 Inc. acquired the site in 1976, and
subsequently formed a limited partnership with
Domino Salvage, Inc. to recover wire at the site
using mechanical recovery only. The initial
remedial investigation revealed several areas posing
potential threats to public health: the carbon
waste pile, four wire-fluff waste piles, a surface
impoundment, buried lagoon and contaminated
soil, drums and storage tanks. This remedial
action addresses the concerns for direct contact
with and migration to ground water of
contaminants from the carbon waste pile. The
remaining areas are the subject of a long-term
remedial investigation and feasibility study. The
primary contaminants of concern affecting the soil
are VOCs including PCE and TCE, organics
including PCBs, and metals including lead.
The selected remedial action for this site
includes excavating the carbon waste pile
(approximately 875 cubic yards of contaminated
waste and contaminated underlying soils) and
transporting the waste off site to an incinerator
facility and disposing of the ash in an off-site
RCRA hazardous waste landfill. The estimated
capital cost for this remedial action is $2,061,000.
Since on-site remediation activities are anticipated
to require less than one year, there are no O&M
costs.
Performance Standards or Goals
Excavation of soils will be based on visible
contamination. The carcinogens will be treated to
less than 2 ug/kg for each individual contaminant
which corresponds to the risk range of 10"4 to 10"6.
Institutional Controls
Not applicable.
200
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 488
NEW CASTLE SPILL, DE
First Remedial Action - Final
September 28,1989
The New Castle Spill site is a former
manufacturing facility 0.5 mile north of New
Castle, Delaware, and is in the 100-year floodplain
of the Delaware River. Commercial enterprises
and residences neighbor the site and receive
potable water from the deeper of the two aquifers
underlying the site. The six-acre area associated
with the site consists of municipal property,
wetlands, and the Witco manufacturing facility
which produced plastic foams using
(2-chloropropyl)-phosphate. In 1977, because of
dead grass near the facility's drum storage area,
Witco investigated the area and determined that
four to five drums of tris had spilled and
contaminated the soil and the shallow aquifer.
The state subsequently pumped and discharged
contaminated ground water into adjacent wetlands.
A 1988 remedial investigation revealed that there
is no longer a source of contamination at the site
and that tris has contaminated the shallow aquifer
but not the deeper aquifer. This limited response
action addresses the ground-water contamination
in the shallow aquifer. The primary contaminant
of concern affecting the ground water is
(2-chloropropyl)-phosphate.
The selected remedial action for this site
includes natural attenuation as the treatment of
the principal threat to ground water; ground-water,
surface-water, and sediment monitoring; and
implementation of institutional controls. The
estimated present worth cost for this remedial
action is $466,147, which includes O&M costs of
$25,000.
Performance Standards or Goals
Because there are no ARARS for the
chemical of concern, (2-chloropropyl)-phosphate,
EPA has established a TBC criterion of 4.4 mg/1
which is based on an average daily intake of 0.125
mg/kg/day. Achieving the TBC level through
natural attenuation is expected to take four years.
Institutional Controls
Institutional controls will be implemented to
restrict further installation of wells in the shallow
aquifer.
201
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 581
ORDNANCE WORKS DISPOSAL AREAS, WV
First Remedial Action (Amendment)
September 29, 1989
The Ordnance Works Disposal Areas site is on
the west bank of the Monangahela River in
Morgantown, Monongolia County, West Virginia.
Several chemical facilities have operated at the site
since the early 1940s, producing substances such as
hexamine, ammonia, methyl alcohol, formaldehyde,
ethylene diamine and coke. This operable unit
addresses on-site contamination found in the
following areas: an inactive landfill where solid and
chemical wastes were disposed of; a scraped area
which consists of bare soil adjacent to the landfill
where solid wastes were buried; two former lagoon
areas which were closed following a clean-up
action in 1976; and several streams located in the
southern portion of the site. This Record of
Decision (ROD) supersedes a 1988 ROD which
was rescinded after public comments prompted
further investigation. The primary contaminants of
concern affecting the soil and sediment are
carcinogenic PAHs, and metals including arsenic
and lead.
The selected remedial action for this site
includes excavation and on-site treatment of
approximately 425 cubic yards of inorganic
contaminated soil from hot spots in the scraped
area and lagoon area using solidification, followed
by placement of the treated soil in the landfill
before capping; installing a multimedia RCRA
Subtitle C cap on the landfill and regrading and
revegetation; excavating approximately 13,460 cubic
yards of organic-contaminated soil and sediment
from the lagoon area, scraped area, and streams,
with on-site treatment by bioremediation in a
treatment bed; ground-water, surface-water, and
sediment monitoring; and implementing deed
restrictions to prohibit residential and industrial
construction at the site. A contingency remedy has
been selected which would include soil washing of
contaminated soil as the principal treatment. The
estimated present worth cost for this remedial
action is $8,332,000, which includes annual O&M
costs of $88,200 for four to ten years.
Performance Standards or Goals
Clean-up goals for carcinogens (e.g., cPAHs
and arsenic) are based on a 10"6 excess cancer risk
level. Chemical-specific soil and sediment goals
include cPAHs 44.7 mg/kg, arsenic 88.8 mg/kg, and
lead 500 mg/kg.
Institutional Controls
Deed restrictions will be imposed to prohibit
residential and industrial construction in the
landfill area and residential construction in the
remaining areas of the site.
202
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 44
PUBLICKER INDUSTRIES, INC, PA
First Remedial Action
June 30, 1989
The Publicker Industries, Inc. site is a 37-acre,
abandoned manufacturing plant in Philadelphia,
Pennsylvania. A chemical company lies to the
north, a marine terminal to the south, and the
Delaware River to the east. Although the
immediate area surrounding the site is primarily
industrial, approximately 400,000 people live within
one mile of the site. From 1912 to 1985, Publicker
Industries owned and operated a liquor and
industrial alcohol manufacturing plant at the site.
The plant included 440 large tanks, storage drums,
product stock, chemical laboratories, reaction
vessels, production buildings, warehouses, a power
plant, and several hundred miles of above- and
below-ground process lines. Petroleum was also
stored on site during the late 1970s and the early
1980s. Publicker Industries discontinued
operations and sold the property in 1986. EPA
evaluated site conditions in 1987 following two
explosions and a large fire. Tankers, pits/sumps,
and numerous process lines were found to contain
fuel oils or other contaminated oils. EPA initiated
an emergency removal action in December 1987 to
stabilize the site and control the threat of
additional fires and explosions. Emergency
removal activities included on-site bulking and
storing of solid and liquid waste streams; disposing
of highly reactive laboratory wastes and cylinders
off site; crushing approximately 3,100 emptied
drums; wrapping overhead pipelines insulated with
asbestos; and implementing a 24-hour fire and
security watch. According to EPA estimates, over
one million gallons of bulked waste materials
remain on-site stored in dilapidated tanks and
drums. Twelve waste streams have been identified,
including base neutral liquids and solids, organic
liquids and solids, oxidizing liquids and solids,
water reactives, chlorides, crushed empty metal
drums, and contaminated oils. This remedial
action is designed to stabilize the site and enable
continued site clean-up of soil, ground water, and
asbestos. The primary contaminants of concern
affecting the soil and ground water are VOCs, and
other organics including PCBs and pesticides.
The selected remedial action for this site
includes off-site treatment and disposal of the
various waste streams in RCRA-permitted
facilities; demolition of above-ground process lines,
with proper packaging of contaminated insulation
and on-site storage pending disposition in a
subsequent remedial action; and off-site disposal of
hazardous chemicals recovered from within the
lines. The estimated capital cost for this remedial
action is $13,900,000; there are no O&M costs.
Performance Standards or Goals
This initial remedy action will stabilize the
site and remove the threat of fire or explosion by
removing, treating, and disposing of waste streams
off site.
Institutional Controls
Not applicable.
203
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Progress Toward Implementing SUPEEFUND
Fiscal Year 1989
NPLRank: 852
REESER'S LANDFILL, PA
First Remedial Action - Final
March 30,1989
The Reeser's Landfill site is an inactive unlined
municipal refuse dump located approximately five
miles west of AUentown, Pennsylvania. The site is
situated in a valley used predominantly for
farming; however, there are residences to the west
and northeast. Principal drainage in the area is via
Iron Run, and the landfill drains via a series of
seeps along the landfill perimeter and a network of
surface channels. The 15-acre landfill is located on
the southern portion of a 51.5-acre private parcel
of land, and historically operated as an open pit
iron mine. After mining operations ceased local
residents used the site as a dump, and in the late
1960s the property was leased to Reeser's Hauling
Service. The landfill, which was never issued a
solid waste permit, reportedly received a variety of
wastes including domestic, commercial, industrial,
and demolition wastes, and possibly battery wastes
and drums. In 1981, after a fire burned in the
northern corner of the landfill for several months,
the state ordered Mr. Reeser to properly close the
landfill to comply with state municipal waste
disposal regulations. This has yet to be carried
out. EPA investigations have determined that
there is no direct contact threat from the site soil
or from ground water. Additionally, Reeser's
Landfill has not adversely impacted the receptor
stream, Iron Run, as evidenced by the presence of
similar contaminant levels upstream and
downstream from the site. The water quality of
off-site and on-site ponds was also similar.
Therefore, it was determined that no remedial
action was necessary. There are no primary
contaminants of concern affecting this site.
The remedial action for this site is a no-action
remedy with ground-water review within five years.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
204
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 838
STRASBURG LANDFILL, PA
First Remedial Action
June 29, 1989
The Strasburg Landfill site is a 22-acre facility
in western Newlin Township, Chester County,
Pennsylvania. The surrounding area includes
farmland and 200 homes within one mile of the
site. Two creeks, Brandywine and Briar Run, flow
within 0.5 mile of the site's western, southern, and
eastern borders and receive surface drainage. A
major aquifer underlying the landfill provides
drinking water via private wells to all local
residences. These private wells are as close as 720
feet to the landfill. In the spring of 1979 site
owners began accepting industrial wastes and heavy
metals which, by year's end, included more than
1,000 cubic yards of polyvinyl chloride wastes,
2,052 cubic yards of industrial wastes and sludge,
and 35,000 gallons of heavy metal sludge. In
December 1979, the state claimed that industrial
wastes from the landfill caused excessive siltation
of Briar Run Creek, and eight months later the
state prohibited the site owners from receiving any
additional industrial wastes. In 1980 sampling
revealed VOC contamination in the ground water
and by April 1983 leachate seeped at a rate of
several gallons per minute from the southeastern
portion of the landfill. After charging the site
owners with operating violations and subsequently
suspending their operating permit, the state
ordered the landfill to be closed. As part of the
closure plan, leachate was collected and stored in
5,000 gallon tanks, and the landfill was regraded
and covered. The leachate is currently transported
daily to an off-site treatment facility. Additionally,
surface water runoff was directed toward a
sediment pond which discharged directly into Briar
Run Creek. Proposed corrective measures,
however, were never completely implemented.
Several seepage areas have since been observed
near the landfill. One large seepage area is near
the southeastern corner of the landfill. Liquid
from the seep ultimately flows into a sediment
pond near the eastern edge of the landfill which
drains via a drainage channel towards Briar Run
Creek. During heavy rainfalls, the sediment pond
overflows into Briar Run Creek. The state has
performed analyses of seep water from Briar Run
Creek and of leachate from a manhole near the
sediment pond and has monitored ground water
for VOCs. Three residential drinking water wells
contain multiple organic compounds. The primary
contaminants of concern affecting the sediment
pond and ground water are VOCs including TCE
and benzene, toluene, and xylenes.
The selected remedial action for this site
includes leachate collection, using an interceptor
drain, and off-site treatment; and provision of an
alternate water supply to affected residences by
installing point-of-use activated carbon treatment
systems at residences with contaminated ground
water above levels of concern. The estimated
capital cost for the remedial action is $42,850, with
estimated annual O&M costs of $4,500. Costs are
based on an estimate of three residences requiring
an alternate water supply.
Performance Standards or Goals
Treated ground water concentrations for
carcinogenic contaminants will be such that the
aggregate carcinogenic risk would be less than 10"6.
Target concentrations for noncarcinogenic
contaminants will ensure a Health Index less than
1. Because of an ARAR waiver for the leachate,
no chemical-specific clean-up goals were specified
for the leachate seep.
Institutional Controls
Not applicable.
205
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 266
WHITMOYER LABORATORIES, PA
First Remedial Action
June 30, 1989
The 22-acre Whitmoyer Laboratories site is
located in Jackson Township, Lebanon County,
Pennsylvania. Land use surrounding the site is
predominantly agricultural; however, there is some
residential, commercial, and industrial development
within 1.5 miles of the site. This includes a
manufacturing plant to the south; a pharmaceutical
factory to the east; a large, active limestone quarry
to the west; and an elementary school to the
northwest of the site. Portions of the site are
within neighboring Tulpehocken Creek's 100-year
floodplain. The creek, which is bordered by small,
open wetlands areas, is being proposed for
inclusion in Pennsylvania's scenic river system, with
a "priority 1A status." Priority 1A status would
designate the stream as being in most urgent need
of protection. In 1957, site owners began
producing organic arsenicals at the site. In 1964,
widespread ground-water contamination was
discovered on site leading to the placement of
concentrated wastes in a concrete vault and the
initiation of ground-water pumping and treatment.
Sludge from the ground-water treatment was later
consolidated in lagoons. In 1987 an EPA
investigation revealed that approximately 69,000
gallons of concentrated liquids had been
abandoned on site in 18 tanks and 14 piping units.
The wastes include 5,000 gallons of
water-immiscible liquids, 25,000 gallons of
water-miscible liquids with a high arsenic content,
and 39,000 gallons of water-miscible liquids with a
low arsenic content. All the tanks and piping units
are within 400 feet of Tulpehocken Creek; 27 of
the 32 tanks and piping are within 150 feet.
Because the site slopes toward the creek, any
release from a tank or piping failure is likely to
contaminate the creek. Flooding of the creek
could cause failure of these tanks, resulting in
catastrophic release of contaminants to the creek.
Additionally, contaminants released from the tanks
and piping units could migrate to ground water
and/or the drinking water supply lines serving the
site. Because the concentrated liquids pose
significant health and environmental threats, their
removal is addressed in this first operable unit.
Subsequent operable units will identify potential
soil, ground-water, and surface-water/sediment
contamination and additional remedial actions that
may be necessary. The primary contaminants of
concern in the concentrated liquids are VOCs
including PCE, and metals including arsenic.
The selected interim remedial action for this
site includes consolidating, transporting off site,
and then treating, using thermal treatment or
biodegradation, or recycling approximately 69,000
gallons of concentrated liquid wastes at a
permitted RCRA facility, followed by disposing of
treated water in off-site surface water and
disposing of solid residues in an off-site landfill;
decontaminating 32 tanks and approximately 2,000
feet of piping to meet RCRA Subtitle C closure
standards and disposing of the tanks and piping on
site; and treating and disposing of the cleaning
agent residues off site at RCRA-permitted
facilities. The estimated capital cost of this interim
remedial action is $475,000, with no O&M costs.
Performance Standards or Goals
This interim remedial action will comply with
ARARs.
Institutional Controls
Not applicable.
206
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRante 842
WILDCAT LANDFILL, DE
Second Remedial Action - Final
November 28, 1988
The Wildcat Landfill is located 2.5 miles
southeast of Dover, in Kent County, Delaware. A
2.7-acre pond, formed by the landfill blocking
natural drainage from upland areas, is located
along the northwestern border of the site. The
pond and the landfill are located along the west
bank of the St. Jones River and are bordered to
the north and east by the river and associated
marshlands, and to the south and west by
residential and commercial development. Portions
of the site lie within the 100-year floodplain of the
St. Jones River. The landfill was addressed in the
first operable unit ROD signed in June 1988. This
operable unit details the selection of a remedial
alternative which addresses the largely
environmental concerns the landfill poses to the
pond and associated biota. The landfill was
operated as a state-permitted sanitary landfill
between 1962 and 1973, accepting both municipal
and industrial wastes. Industrial wastes suspected
to have been disposed of on site include latex
waste and paint sludges. During its 11 years of
operation, the facility routinely violated operating
and other permits issued by the regulatory
agencies. In August 1973, the facility was ordered
closed by the state and the site owners were
required to cover the site with soil and vegetation.
EPA began investigating the site in 1982. Surface
water and sediment in the pond were contaminated
by inorganic constituents leaching from the landfill.
The primary contaminants of concern affecting the
sediment and surface water in the pond are metals
including arsenic, chromium and lead.
The selected remedial action for this site
includes draining, filling, and revegetating the pond
area consistent with the landfill cover selected in
the previous ROD; constructing a new pond
elsewhere on the site; implementing institutional
controls for land use restrictions; and ground-water
monitoring upgradient of the new pond. Pond
water will be discharged to St. Jones River, to the
north of the site.
Performance Standards or Goals
Prior to draining, the pond water will be
analyzed to ensure that Federal Water Quality
Criteria are met at the ground-water discharge
location.
Institutional Controls
Land use restrictions will be implemented to
prevent development on the area of the filled
pond. Restrictions will also be made to ensure
that the integrity of the new pond is maintained.
207
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 4
(Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina,
South Carolina, Tennessee)
NPLRank: 142
ABERDEEN PESTICIDE DUMPS, NC
First Remedial Action
June 30, 1989
The Aberdeen Pesticide Dumps site is a former
disposal area in Moore County, North Carolina,
approximately 1.6 miles west-northwest of
Aberdeen. The site is in a rural area, on the
property of Partners in the Pits, LTD and Yadco
of Pinehurst Inc., and bounded on the south by a
railroad, on the north by the sixth fairway of the
Pit golf course, and on the east and west by
undeveloped property. Although the rural area is
sparsely populated, residential growth is expected
in the near future. In August 1984, the state was
alerted that pesticides had been disposed of at and
around the site for a number of years. A state
inspection revealed that soil and debris were
contaminated with pesticides. In June 1985, EPA
initiated an emergency response action to excavate
and remove on-site contaminated surface soil and
two buried trenches. The soil and debris were
disposed of off site. In 1986 pesticides were
detected in drinking water from four municipal
wells and three private wells in Aberdeen causing
EPA to reinvestigate the site. A subsequent
investigation identified additional trenches
containing approximately 12 million pounds of
pesticide wastes. A test burn, conducted in
December 1986, incinerated 12,000 pounds of
pesticide-contaminated soil and debris using a
mobile incinerator. Residual ash was stored on
site in twenty-seven 55-gallon drums. Additional
removal funding was provided to excavate, shred,
screen, and stockpile approximately 22,000 cubic
yards of pesticide-contaminated materials. The
predominant contaminants of concern affecting the
soil and debris are chlorinated organo-pesticides.
The selected remedial action for this site
includes excavating and homogenizing stockpiled
pesticide-contaminated wastes; treating
homogenized wastes in an on-site, mobile thermal
treatment facility and reinjecting process
wastewater or scrubber blowdown into the thermal
treatment facility; analyzing ash to demonstrate ash
is nonhazardous; monitoring air emissions; and
redisposing residual ash on-site. The estimated
present worth cost for this remedial action is
$14,533,000. There are no annual O&M costs
associated with this remedial action.
Performance Standards or Goals
The selected remedy will attain federal and
state ARARs; however, no chemical-specific goals
were provided. Clean-up criteria established for
the stockpile are to background levels and to the
RCRA EP toxicity levels. The air pollution
control system will achieve performance standards,
which are defined as hydrogen chloride less than 4
pds/hr and paniculate matter of less than 0.08
grains/dry ft in the exhaust gas connected to 7
percent oxygen content.
Institutional Controls
Not applicable.
208
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 51
AMERICAN CREOSOTE WORKS, INC
(PENSACOIA PLANT), FL
First Remedial Action (Amendment)
September 28,1989
The 18-acre American Creosote Works, Inc.
(Pensacola Plant) site, is in a dense moderately
commercial and residential area of Pensacola,
Florida, approximately 600 yards from Pensacola
Bay and Bayou Chico. American Creosote Works,
Inc. operated a wood preserving facility on site
from 1902 to 1981. During this time, process
wastewater containing pentachlorophenol (PCP)
was discharged into two 0.9-and 1.8-acre unlined,
on-site surface impoundments. Prior to 1970,
wastewater in these ponds was allowed to overflow
through a spillway into the neighboring Bayou
Chico and Pensacola Bay. After 1970, wastewater
was periodically drawn from the ponds and
discharged to designated on-site spillage areas.
Additional discharges occurred during periods of
heavy rainfall when the ponds overflowed. In
March 1980, the city found considerable quantities
of oily, asphaltic, creosotic material in the ground
water near the site. Because of the threat posed to
human health and the environment due to frequent
overflows from the waste ponds, EPA and the state
performed an emergency cleanup in 1983, which
included dewatering the two ponds, treating the
water via coagulation and filtration, and
discharging treated water to the city sewer system.
The sludge in the ponds was then solidified and
capped. EPA signed a ROD in 1985 requiring all
on-site and off-site contaminated solids, sludge,
and sediment to be placed in an on-site
RCRA-permitted landfill. Because the state
concurred with the selected remedy, no remedial
action was taken. Consequently, a post remedial
investigation was conducted in 1988 to characterize
the extent of contamination followed by a post
feasibility study in 1989 to identify, develop, and
evaluate alternatives. This ROD is the first of two
planned operable units and addresses remediation
of contaminated surface soil. A subsequent
operable unit will address treatment of
contaminated subsurface soil, sludge, and ground
water. The primary contaminants of concern
affecting the surface soil are organics including
dioxins, carcinogenic PAHs, and PCP.
The selected remedial action for this site
includes excavating and treating 23,000 cubic yards
of PAH-contaminated soil using solid-phase
bioremediation in an on-site land treatment area
followed by on-site disposal of treated soil in the
excavated areas or spreading the soil over the
entire site; implementing temporary erosion
control measures to preserve surface water quality;
collecting leachate and drain water for spraying
over the treatment area to moisten soil;
monitoring dissolved oxygen, pH, nutriertts, and
soil moisture content; removing debris, repairing
fences, sampling the cap and disposing of drums
containing drilling mud; and implementing land
and ground water use restrictions. The estimated
present worth cost is $2,275,000 which includes an
O&M cost of $319,000.
Performance Standards or Goals
Soil cleanup levels are based on cancer
potency factors (CPF) and 10"5 excess cancer risk
levels. Soil clean-up goals include cPAHs 50
mg/kg, dioxins 2.5 ug/kg (based on 2,3,7,8 - TCDD
toxicity equivalency), and PCP 30 mg/kg.
Institutional Controls
Ground-water and land use restrictions will be
implemented.
209
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 623
AMERICAN CREOSOTE WORKS, INC. (JACKSON PLANT), TN
First Remedial Action
January 5, 1989
The American Creosote Works, Inc. (Jackson
Plant) site is located immediately southwest of
Jackson, in central Madison County, Tennessee.
The 60-acre site is in a partially developed area,
and is bounded on the southwest by the South
Fork of the Forked Deer River, on the west and
north by Central Creek (a tributary to the South
Fork of the Forked Deer River), on the east by a
lumber mill, and on the south by the Seaboard
Railroad. American Creosote Works conducted
wood preserving operations using both creosote
and PCP from the early 1930s until December
1981. Wastewater sludge from the treatment
processes is listed as RCRA KOO1 waste.
Untreated process wastewater and potentially
contaminated stormwater runoff were discharged
directly into Central Creek until 1973, at which
time a levee was constructed to retain surface
water runoff. The soil borrow pits used for the
levee construction became sludge storage lagoons.
A wastewater treatment system was installed on
site during 1974 and 1975, and operated until 1981.
Reportedly, a "few" loads of filter sludge from the
treatment system were spread on the back road on
the east end of the property, and a recirculation
pond overflowed more than once. In March 1983
five unlined lagoons containing creosote and PCP
sludge and water overflowed, prompting the first of
two EPA removal actions. In May 1983 the first
removal consisted of pumping and treating
approximately 30 million gallons of water, placing
the remaining untreated oil/water mixture in empty
tanks on site, stabilizing the contaminated soil and
sludge remaining in the lagoon material, and
covering two lagoons with a clay cap. A second
removal action was conducted in March 1986 after
several storage tanks were determined to be
leaking. The plant process facilities, including the
treatment building, storage tanks, piping, ponds,
and filters, are considered a point source of
contaminants due to leakage from these structures
and adjacent pits. Furthermore, several tanks and
pipes are structurally unsound and open to
precipitation, posing a threat of overflow or
sudden, major release of contaminants. This
remedial action will focus on reducing surface
contamination resulting from degradation of the
tanks and site structures, and minimizing the
potential for increased contamination due to
flooding while further information is developed
and analyzed. A subsequent remedial action will
address contaminated soil, ground water, and
surface streams. The primary contaminants of
concern affecting the sludge, site structures, debris,
and tanked liquids are VOCs and other organics
including PAHs and phenols.
The selected remedial action for this site
includes consolidation and incineration of sludge
in the vicinity of the buildings and tanks; on-site or
off-site incineration of the oils and sludge from the
tanks; treatment of tanked process liquids on site
using a sand filter, filter press, and carbon
adsorption unit, followed by discharge to a surface
stream; decontamination and off-site disposal of
site structures (e.g., buildings, tanks, pipes) in a
RCRA Subtitle D facility; construction of a flood-
protection dike; deed restrictions and site fencing;
and site stabilization including monitoring on-site
water levels behind the dikes and pumping,
treating (as needed), and discharging impounded
water pending a final remedy. The estimated
present worth cost for this remedial action ranges
from $5,000,000 to $6,000,000. Annual O&M costs
were not provided.
Performance Standards or Goals
Remedy reduces potential for direct exposure
to sludge and process liquids while further
investigations are conducted. Quantitative goals
were not provided for final site remediation.
Institutional Controls
Deed restrictions will be implemented to
restrict further use of the site.
210
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 418
AMNICOIA DUMP, TN
First Remedial Action - Final
March 30, 1989
The Amnicola Dump site is an 18-acre inactive
construction debris disposal site located in
Chattanooga, Tennessee. The site is located along
the east bank of the Tennessee River,
approximately 0.5 mile upstream of the intake for
the primary drinking water source for the city of
Chattanooga. The site is bordered on the north by
dense vegetation and vegetation-covered debris,
and on the south by an industrial research facility.
The site drains westerly towards the river. During
the 1930s the Amnicola Dump site was reportedly
used for clay mining operations, resulting in
several water-filled pits. During the period from
1957 to 1964 construction debris and other
unidentified wastes were occasionally disposed of
in many of the open pits. The site was then
operated as a dump by the city of Chattanooga
until 1973, predominantly receiving construction
debris including a substantial amount of waste
wood which was subsequently incinerated on site.
The ashes eventually filled 12 acres of the 18-acre
site. The only industrial waste reportedly disposed
of at the site was latex waste. Unauthorized waste
dumping and concerns about leachate discharge in
proximity to the drinking water intake area led to
closure of the site in 1973. Closure included
covering, grading slopes, filling depressions,
draining standing water, applying rip-rap along the
western perimeter, constructing drainage ditches,
and seeding the entire surface area of the fill. The
current owner and operator has been burning,
storing, and handling creosoted railroad ties,
contributing to elevated PAHs in surface soil. The
primary contaminants of concern affecting the soil,
debris, and ground water are organics including
PAHs, and metals including chromium.
The selected remedial action for this site
includes excavating and screening 600 cubic yards
of contaminated soil/debris with on-site
solidification/fixation of 400 cubic yards of
contaminated soil and 200 cubic yards of debris
(debris exceeding clean-up goals or LDR
requirements will be disposed of off site), followed
by on-site disposal of solidified mass; monitoring
of ground water for four years; conducting a public
health assessment five years after completion of
the remedial action; and implementation of
institutional controls including ground-water and
land use restrictions. The estimated present worth
cost for this remedial action is $640,000 with O&M
cost of $384,000.
Performance Standards or Goals
Soil will be treated to the health-based clean-
up goal of 100 nig/kg total cPAHs. Ground water
will be bought to ACLs through ground-water use
restrictions. Individual ACLs were provided for
nine contaminants, including chloroform 86 ug/1
and chromium 890 ug/1.
Institutional Controls
Land use restrictions will be imposed on the
site to prevent the accumulation of contamination
exceeding the surface soil clean-up goals as a result
of handling, storage, or burning creosoted railroad
ties. Ground-water use restrictions will be
imposed within a reasonable distance from the site
in keeping with the establishment of ACLs.
211
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 672
CAPE FEAR WOOD PRESERVING, NC
First Remedial Action - Final
June 30, 1989
The 9-acre Cape Fear Wood Preserving site is
in Cumberland County, North Carolina on a
41-acre tract of land. The predominantly flat site
is comprised of the wood treatment facility,
wetlands, and undisturbed forests. A variety of
land uses exist in the area including industrial,
agricultural, and residential. The Cape Fear Wood
Preserving facility operated from 1953 to 1983 first
using a wood-treating process that included
creosote and later switching to a technique known
as the copper-chromium-arsenic (CCA) process.
Liquid and sludge wastes generated by both of
these processes were pumped into a drainage ditch
and an unlined lagoon. In 1977, as a result of a
state site investigation that revealed coal tar
creosote contamination, the property owner was
ordered to remove 900 cubic yards of creosote
contaminated soil. In 1984 EPA conducted a site
investigation which resulted in an emergency
removal action. This action included excavating
contaminated soil and sludge followed by off-site
disposal and pumping lagoon water into on-site
storage tanks. In 1986, 500 gallons of creosote
spilled from a storage tank causing EPA to
conduct a second emergency response. Emergency
response activities included removal and
solidification of 10 cubic yards of sludge and
pumping of 15,000 gallons of CCA waste water
into on-site storage tanks. The primary
contaminants of concern affecting the soil,
sediment, ground water, and surface water are
VOCs including benzene, other organics including
PAHs, and metals including arsenic and chromium.
The selected remedial action for this site
includes off-site disposal of CCA salt crystals found
in the drainage system and solidified creosote at a
RCRA landfill and off-site disposal of
asbestos-containing pipe insulation in the county
solid waste facility; removal and decontamination
of on-site pipes and tanks to be sold for scrap
metal or disposed of in the county solid waste
facility; excavation and on-site treatment of soil
and sediment using soil flushing as the preferred
alternative or a low thermal desorption process to
remove organics followed by soil washing or
fixation/stabilization/solidification to address
inorganics (a soil washing treatability study will
determine if the preferred alternative would be
appropriate) followed by placement of treated soil
and sediment in the excavated area and
revegetation; pumping with on-site treatment of
ground water and surface water with off-site
discharge at a POTW or a surface stream; sale of
50,000 gallons of CCA solution to a buyer, if no
buyer is found, CCA solution and CCA-
contaminated wastewater will be treated using the
ground-water treatment system; and ground-water
monitoring. The estimated present worth cost for
this remedial action ranges from $14,370,000 to
$14,910,000 including present worth O&M costs
which range from $1,020,000 to $1,310,000 for 30
years.
Performance Standards or Goals
The ground-water clean-up criteria established
for this site are benzene 5 ug/1 (MCLs), cPAHs 10
ug/1 (CLRQL) and noncarcinogenic PAHs 14,350
ug/1. For surface water the criteria are arsenic 12
ug/1 (AWQC), chromium 11 ug/1 (AWQC), and
copper 14 ug/1 (background). The soil criteria are
arsenic 94 mg/kg, benzene 0.005 mg/kg (CLQRL),
chromium 88 mg/kg (background), carcinogenic
PAHs 2.5 mg/kg, and total PAHs 100 mg/kg
(background); and the sediment criteria are total
PAHs 3 mg/kg, arsenic 94 mg/kg, and ciuomium 88
mg/kg.
Institutional Controls
Not applicable.
212
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 767
CAROLAWN, INC, SC
First Remedial Action
September 27, 1989
The Carolawn, Inc. site is an approximately
60-acre, abandoned waste storage and disposal
facility in Fort Lawn, Chester County, South
Carolina. Rural and agricultural areas surround
most of the site. Four residences lie within 300
yards of the site, and approximately 30 single
family residences lie within a 2-mile radius of the
site. The site is bordered to the east by Fishing
Creek, which empties into the Catawba River 8
miles south of the site. Approximately 2,500
people receive their water supply from the
Catawba River. Storage trailers and tanks and as
many as 480 drums of solvents and liquid and solid
wastes have been stored inside a 3-acre fenced
portion of the property since 1970. An additional
660 drums and 11 storage tanks were located
outside the fenced area to the north. Drums,
waste, and contaminated soil were removed from
the site by EPA in 1981, and all nearby residences
were provided an alternative water source. An
additional 17 storage tanks were removed in 1986
by the PRPs. Contaminants have been detected in
ground water flowing underneath the site which
discharges into Fishing Creek. This ROD
addresses remediation of contaminated ground
water. A subsequent ROD will address
remediation of the contaminated soil, if necessary.
The primary contaminants of concern affecting the
ground water are VOCs including TCE, and metals
including lead.
The selected remedial action for this site
includes ground-water pumping and treatment
using one or more of the following methods: air
stripping, biodegradation, activated carbon
filtration, and metals removal, and will be
determined during the remedial design stage based
on the level of contaminants found and the treated
ground-water discharge point selected;
implementing deed restrictions; plugging
condemned wells; disposing the two inactive
incinerators and two remaining drums; and
monitoring ground water and soil. The estimated
present worth cost for this remedial action ranges
from $1,141,071 to $1,356,305, with a present
worth O&M cost for over 30 years ranging from
$753,433 to $916,723, depending on the extent of
treatment and ultimate discharge point for the
treated water.
Performance Standards or Goals
Ground water will meet SDWA MCLs.
Target clean-up levels included TCE 5 ug/1 and
lead 5 ug/1.
Institutional Controls
Deed restrictions will be implemented.
213
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Progress Toward Implementing SUPEBFVND
Fiscal Year 1989
NPLRank: 203
CELANESE CORP. (SHELBY FIBER
OPERATIONS), NC
Second Remedial Action - Final
March 28, 1989
The 450-acre Celanese Corp. site is a polyester
raw-material production facility located in
Cleveland County, North Carolina. The plant's
facilities include a plant production area,
wastewater treatment area, former waste disposal
areas, and a land farm area. The adjacent land is
rural, and some residences are located within 1
mile of the site. The plant began operations in
1960 as Fiber Industries, Inc. and manufactured
polyester polymer chip and filament yarn using the
chemicals dimethyl terephthalate and ethylene
glycol. The plant's waste treatment facility was
constructed in phases concurrent with the
manufacturing plant; thus, in the years prior to the
completion of the treatment facility, chemical
wastes were dumped directly into a drainage ditch.
Treated effluent has been discharged to Buffalo
Creek since the mid-1960s when Fiber Industries,
Inc. completed construction of the treatment
facility. Celanese Corporation bought the site and
facilities in 1983. In addition to the discharge
from the wastewater treatment plant, Celanese
Corp. also discharges alum-treated bandcaster
water directly to Buffalo Creek. Several areas
around the plant have been used for waste
disposal, including old burning pits for normal
plant wastes (polyester and trash), a glycol recovery
unit (GRU) sludge burial area, two soak-away
ponds used to contain treated sanitary sewage from
1960 to 1969, and a former drum storage and
staging area. Four additional buried waste areas
are located to the north and outside of the main
plant perimeter fence: a polymer and fiber landfill,
a construction debris landfill, a 21-acre sludge
disposal area, and a drum storage area which
temporarily stored 2,000 to 3,000 drums of waste
chemicals and solvents from 1970 to 1978. The
drums were removed by 1978. A 1988 ROD
addressed extraction and treatment of
contaminated ground water. This second operable
unit addresses source control including
contaminated sludge and soil associated with the
GRU trenches and burn pit areas. The primary
contaminants of concern affecting the soil and
sediment are VOCs including benzene and TCE,
other organics including phenols and PAHs, and
metals including lead and chromium.
The selected remedial action for this site
includes excavation of 3,710 cubic yards of GRU
sludges, plastic chips, burn pit residuals, and
sediment with on-site incineration of contaminated
soil and GRU sludge and chemical fixation
(solidification) of incinerator ash, plastic chips,
burn pit residuals and sediment, followed by
disposal of the inert, solidified material in the
excavated area; regrading and filling of excavated
area; and ground-water monitoring. The estimated
present worth cost for this remedial action is
$3,500,000; O&M costs were not provided.
Performance Standards or Goals
The selected remedy will attain a 10"6
cancer-risk level as it removes the source of the
ground-water contamination. No chemical-specific
standards or goals were provided.
Institutional Controls
Not applicable. ,
214
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Progress Toward Implementing SUPERFVND
Fiscal Year 1989
NPLRank: 864
CHEMTRONICS, INC, NC
First Remedial Action (Amendment) - Final
April 26, 1989
This ROD amends the April 5, 1988,
Chemtronics, Inc. ROD which included an
incorrect calculation regarding the chemical quality
of the ground water. The Chemtronics site is an
active waste disposal facility located in a rural area
of Swannanoa, Buncombe County, North Carolina.
The 1,027-acre site was developed as an industrial
facility in 1952 and was purchased by Chemtronics,
Inc. in 1978. Approximately 10 acres of the site
were used for waste disposal operations. Records
indicate the presence of 23 individual on-site
disposal areas (DAs) which are grouped into six
discrete areas: DA-6, DA-7/8, DA-9, DA-10/11,
DA-23, and the acid pit. From 1952 to 1971 solid
waste materials and possibly solvents were
incinerated in pits and chemical wastes, including
waste materials generated in the production of the
chemical warfare agent 3-quinuclidinyl benzilate
(BZ) and the tear gas agent o-chlorobenzylidene
malononitrile (CS), were placed in 55-gallon drums
with a neutralizing solution, and then buried on
site in trench-type landfills. From 1971 to 1975
small volumes of liquid wastes were disposed of in
on-site pits and trenches, and solid wastes, rocket
motors, explosive wastes, and other waste types
were burned. From 1975 to 1979 Chemtronics,
Inc. constructed pits and trenches as needed, for
the disposal of spent acid and various organic
wastes. In 1980 the state ordered Chemtronics to
discontinue all discharges to site pits and trenches.
The pits were subsequently backfilled. Starting in
1979, Chemtronics installed a 500,000-gallon lined
lagoon over an old leaching field for the
biotreatment of wastewater. The incompatibility of
the liner with the brominated wastes introduced
into the lagoon caused the lagoon to release its
contents. The lagoon was reconstructed in August
1980, using a different liner, and deactivated in
1984. In September 1984, the U.S. Army Toxic
Hazardous Materials Agency sampled two drums in
DA-10/11. These drums were suspected of
containing wastes from the production of BZ.
Although no BZ was found, EPA initiated an
immediate removal of these drums in January 1985
due to heightened public awareness of the site. In
the original ROD the selected remedial action for
the contaminants and contaminated soil in DA-23
was soil fixation/stabilization/solidification,
followed by capping. This remedy has been
changed to capping only. The original remedy was
selected due to the concentration level of the
contaminant benzylic acid a benzophenone found
in the ground water downgradient of DA-23.
However, a transcription error was discovered in
the analytical results for this ground-water sample.
The laboratory reported the concentrations as
470 mg/1 instead of 470 ug/1. Subsequent sampling
verified that the correct concentration was in the
0-470 ug/1 range. Therefore, EPA elected to
change the source control remedial action for
DA-23 to capping only. The primary contaminants
of concern affecting the soil, sediment, ground
water and surface water are VOCs including
benzene, toluene, PCE, and TCE, other organics
including pesticides and explosives, and metals
including arsenic, lead, and chromium.
The selected remedial action for this site
includes multi-layer capping of DA-6, DA-7/8,
DA-9, DA-10/11, DA-23 and the acid pit area;
ground-water pumping and treatment using air
stripping, carbon adsorption, or metal removal
with treatment and discharge to be determined
during design; sampling of pond water and
sediment and if necessary, surface-water treatment
using the ground-water treatment system and on-
site disposal of sediment; implementation of
institutional controls and access restrictions; and
sediment, ground-water, and surface-water
monitoring. The estimated present worth cost for
this remedial action is $2,248,900 with an annual
O&M cost of $501,900.
Performance Standards or Goals
Ground-water clean-up levels are provided
based on MCLs and several TBCs. Individual
goals include TCE 0.005 mg/1 (MCL), benzene
0.005 mg/1 (MCL), PCE 0.007 mg/1 (RSD), toluene
2.0 mg/1 (PMCLG), RDX 0.035 mg/1 (USAIWQC),
215
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
TNT 0.044 mg/1 (PPLV), lead 0.05 mgA, PCBs 10 Institutional Controls
mg/kg (TSCA), RDX 95 mg/kg (PPLV), TNT 305
mg/kg (PPLV), and CS 43.3 mg/kg (PPLV). Institutional controls will be implemented;
however, none were specified.
216
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Progress Toward Implementing SUPESFUND
Fiscal Year 1989
NFL Rank: 130
CIBA-GEIGY CORP. (Mclntosh Plant), AL
First Remedial Action
September 28, 1989
The 1,500-acre Ciba-Geigy Corp. (Mclntosh
Plant) site is in southern Washington County,
northeast of Mclntosh, Alabama. The plant's
initial operations, which began in 1952, were
devoted solely to the manufacture of DDT. In
1970, the facility expanded its manufacturing
operations to include herbicides, insecticides, and
chelating and sequestering agents. Other products
produced by Ciba-Geigy include resins and
additives used in the plastics industry. Wastes and
residues generated during production operations
were managed on site. In 1985, EPA issued
Ciba-Geigy a RCRA Part B permit for active waste
management units on site. The permit included a
corrective action plan requiring Ciba-Geigy to
remove and treat contaminated ground water and
surface water at the site. In 1987, as part of this
plan, Ciba-Geigy installed a ground-water pumping
and treatment system which has been effective in
addressing the ground-water contamination. This
first of three planned operable units addresses
ground-water contamination in the shallow
Alluvial aquifer. The second operable unit will
address the deeper Miocene aquifer and the final
operable unit will address contamination of soil at
eleven former waste management areas. The
primary contaminants of concern affecting the
ground water are VOCs including benzene and
toluene, other organics including pesticides, and
metals including arsenic.
The selected remedial action for this site
includes no further action for the shallow aquifer
beyond continued ground-water pumping and on-
site treatment using an existing biological
wastewater treatment system, followed by discharge
to the Tombigbee River under an NPDES permit,
and ground-water and effluent monitoring. The
estimated annual O&M cost for this remedial
action is $325,000.
Performance Standards or Goals
Ground-water clean-up goals are based on
Safe Drinking Water Act MCLs or proposed
MCLs. Ground-water clean-up goals include
benzene 5.0 ug/1 (MCL), toluene 2,000 ug/1
(PMCL), and arsenic 50 ug/1 (MCL).
Institutional Controls
Not applicable.
217
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 131
KASSOUF-KIMERLING BATTERY DISPOSAL, FL
First Remedial Action
March 31, 1989
The Kassouf-Kimerling Battery Disposal site,
formerly known as the Timber Lake Battery
Disposal and the 58th Street Landfill, is located in
Tampa, Florida. The site consists of a 42,000 ft2
landfill area in which empty lead-acid battery
casing and fill dirt were deposited in September
1978. The estimated volume of fill is 11,350 cubic
yards. Land use in the area includes residential,
commercial, and industrial development to the
south; and undeveloped land occupied by small
lakes and marshes to the north, east, and west.
Surface water flows from the west marsh to the
east marsh by way of a canal cut through the site
and eventually discharges into the Palm River.
This remedy addresses the landfill wastes and
contaminated underlying soil. A second and final
operable unit will address contaminated sediment
and surface water in the adjacent wetlands. The
primary contaminants of concern affecting the soil,
debris, and ground water are metals including
arsenic, cadmium, and lead.
The selected remedial action for this site
includes excavation of the landfill wastes and
contaminated underlying soil, followed by
treatment using solidification/chemical fixation and
on-site disposal in the landfill area. Specific
protocols for treatment will be determined by
bench-scale testing. The estimated present worth
cost for this remedial action is $2,500,000 to
$3,500,000.
Performance Standards or Goals
The soil and debris in the source area will be
treated to meet RCRA criteria including EP
toxicity concentrations. Ground-water standards
including MCLs and AWQC will be met over a
short period of time due to the excavation and
fixation of the landfill materials.
Institutional Controls
Not applicable.
218
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Progress Toward Implementing SVPERFVND
Fiscal Year 1989
NPLRank: 287
NEWSOM BROTHERS/OLD REICHHOLD CHEMICALS, INC, MS
First Remedial Action - Final
September 18,1989
The 81-acre Newsom Brothers/Old Reichhold
Chemicals, Inc. site is in Marion County,
Columbia, Mississippi. The site is in a
predominantly residential area and was used as a
wood processing facility under several owners from
1936 until 1977, when a fire and explosion
destroyed the facility. Site activities included
producing tall oils, turpentine, calcium and zinc
resinates, and polymerized and rubber resins.
Furthermore, PCP was apparently mixed with
diesel oil and sold, and xylenes were used in a
number of processes. A state investigation in 1976
revealed that wastewater containing phenols, oil,
and grease was discharging to a small creek.
Further investigations resulted in EPA performing
an immediate removal action in 1984, which
included the removal of over 600 surface drums
from the site and excavating and draining two
ponds, one of which was subsequently filled with
clean fill. On-site buried drum areas were the
target of another EPA removal action conducted in
1987-88. Approximately 3,900 drums were
excavated and shredded, drum contents were
disposed of off site, and 1,920 tons of soil were
removed. In addition there is an extensive system
of concrete drains that served to collect and drain
spilled wastes and rainwater that has an area of
runoff of approximately 300,000 square feet. There
is an estimated 650 cubic yards of bulk hazardous
substances remaining on site consisting of black
tar-like waste material and a resin material in
three excavations and in the drainage system. The
primary contaminants of concern affecting the soil,
sediment, and bulked wastes are organics including
PAHs, PCBs, and PCP, and metals.
The selected remedial action for this site
includes excavation and off-site disposal of 30,300
cubic yards of contaminated soil and 7,300 cubic
yards of contaminated pond and creek sediment;
excavation and off-site incineration of 650 cubic
yards of tar-like waste material and any
soil/sediment containing RCRA hazardous wastes,
followed by off-site disposal; draining, filling, and
capping on-site ponds; recontouring the site; and
ground-water monitoring for five years. The
estimated present worth cost for this remedial
action is $14,180,000, which includes an estimated
present worth O&M cost of $520,225.
Performance Standards or Goals
Soil, sediment, and waste material cleanup
goals were based on 10"6 excess-cancer risk. A
chemical-specific soil and sediment goal was
selected for cPAHs as 10 mg/kg. Additional
soil/sediment levels were developed for other
organic-contaminated areas including PCP 1.2
mg/kg.
Institutional Controls
Not applicable.
219
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Progress Toward Implementing SUPERJFUND
Fiscal Year 1989
NPLRanfc 744
SMITH'S FARM, KY
First Remedial Action
September 29, 1989
The Smith's Farm site is a 560-acre property in
a rural area of Bullitt County, Kentucky. The site
is bordered on the north, east, and west by forested
hills and on the south by a residential area.
Within the 560-acre property there is a 37.5-acre
landfill that, until recently, was permitted by the
state for the disposal of solid waste. The owner of
this landfill was cited at various times by the state
for permit violations. The property also includes
an 80-acre area upgradient of the permitted landfill
on a mile-long ridge between two intermittent
creeks where the unpermitted disposal of drums
containing hazardous waste occurred over a 20-year
period. EPA investigations from 1979 to 1984
resulted in the removal of 6,000 surface drums
containing hazardous waste including
PCB-contaminated waste. This remedy addresses
contaminated on-site soil, sediment, and drums
within the 80-acre area. A second operable unit
will address the remaining potential threats
associated with the landfill, deep ground-water
aquifers, and other suspected areas of drum
disposal. The primary contaminants of concern
affecting the soil and sediment are organics
including PCBs and PAHs, and metals including
lead.
The selected remedial action for this site
includes excavation and on-site incineration of
approximately 26,200 cubic yards of contaminated
soil, surface drums, buried drums, and fill material
from Area B (as defined in the RI/FS), and
approximately 5,200 cubic yards of contaminated
on-site sediment from the valley streams;
solidification/fixation of approximately 50 percent
of the treated material followed by placement of
all treated or solidified material in Area B;
incineration of a small volume of hot spot material
in Area A and consolidation of waste and
construction of a RCRA cap over Area A;
construction of a leachate-collection system to
collect leachate from Area A; access restrictions
(fencing) around contaminated areas; ground-water
monitoring for up to 27 years; maintenance of the
RCRA cap and the leachate collection system; and
leachate removal and disposal for up to 30 years.
The estimated present worth cost for this remedy
is $26,900,000, which includes O&M costs of
$1,330,000.
Performance Standards or Goals
Action levels for contaminated soil and/or
sediment were determined based on an excess
lifetime cancer risk of 10"5 with the exception of
lead which was based on a hazard index less than
1. Specified goals include PAHs 5 mg/kg, PCBs 2
rag/kg, and lead 500 mg/kg.
Institutional Controls
Not applicable.
220
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 249
STAUFFER CHEMICAL CO. (COLD
First Remedial Action
September 27, 1989
PLANT), AL
The Stauffer Chemical Co. (Cold Creek Plant)
site is in Bucks, Mobile County, Alabama,
approximately 20 miles north of Mobile, Alabama.
The area is predominantly industrial, with a few
small rural residential communities within a few
miles of the site. The Mobile River borders the
site to the east. The Cold Creek plant began
operating in 1966 under the ownership of the
Stauffer Chemical Company and is currently owned
and operated by ICI Americas, Inc. Until 1974, an
unknown amount of sludge and solid wastes
containing a variety of herbicides and pesticides
were placed in two waste disposal sites, referred to
as the Cold Creek North and South Landfills.
Both were closed in 1974 with geomembrane caps
and side-wall liners. One clay-lined lagoon was
used for neutralization of wastewater until 1975,
and was closed in 1978. A new membrane-lined
pond was constructed to replace it and is currently
in use. Under a consent agreement with EPA,
Stauffer completed a remedial investigation in May
1988, which identified contamination of the soil,
pond sludges, swamp sediment, and ground water.
Although there are four media of concern at the
Stauffer site, this remedial action addresses the
contaminated ground water, because ground water
is the source for drinking water for the area.
Additional RODs are planned for the source
control operable units and the Cold Creek Swamp.
The primary contaminants of concern affecting the
ground water are VOCs including carcinogenic
compounds such as carbon tetrachloride, and other
organic compounds including pesticides.
The selected remedial action for the ground-
water operable unit at this site includes a modified
ground-water intercept and treatment system with
surface-water discharge. This alternative involves
continued operation of the existing intercept and
treatment system, which consists of aeration via
spray nozzles with discharge to a treatment pond
and then to the Mobile River; installation of
additional extraction wells, based on ground-water
quality characteristics, water-table gradients, and
pumping activities at the site and adjacent
properties; design and implementation of
modifications to the treatment system; and
monitoring of effluent, ground-water
concentrations, and pumping rates. Further
investigation and treatability studies are necessary
before EPA can determine the remedial action for
the source units (soil and pond sediment) and the
swamp. Bench and/or pilot-scale testing of in situ
treatment alternatives for some of the source units,
such as a wastewater treatment pond, is
appropriate as part of the remedial design. A
range of treatment technologies including thermal
desorption and vapor extraction is being
considered. The estimated total capital cost for
this remedial action is $3,119,200, which includes
O&M costs. Specific O&M costs were not
provided.
Performance Standards or Goals
Ground water will meet state and federal
ARARs including MCLs and risk reference doses
(RfDs) developed by EPA Chemical-specific
clean-up goals include carbon tetrachloride 5 ug/1
(MCL). Surface-water discharge must meet
concentration limits specified in the NPDES
permit.
Institutional Controls
Not applicable.
221
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 753
STAUFFER CHEMICAL CO. (LEMOYNE PLANT), AL
First Remedial Action
September 27, 1989
The Stauffer Chemical Co. (LeMoyne Plant)
site is in Axis, Mobile County, Alabama,
approximately 20 miles north of Mobile, Alabama.
The area is predominantly industrial, with a few
small rural residential communities within a few
miles of the site. The Mobile River borders the
site to the east. The LeMoyne facility was
previously owned by the Stauffer Chemical
Company, which began operations in 1953. Now
the RCRA-permitted facility is currently owned
and operated by Akzo Chemicals, Inc., which
purchased the facility in 1987. Multi-product
organic and inorganic chemicals are manufactured
at the facility. From 1965 to 1974, under the
operation of Stauffer, waste from the plant was
placed in an unlined landfill located approximately
one mile east of the main plant. The waste
included 11,000 to 12,000 tons of brine muds in
addition to plant refuse, used samples, and
absorption oil. The landfill was closed in 1975
with an impermeable membrane cap and side-wall
liner. Wastewaters from the processes were held
in ponds, some of which discharged to the Cold
Creek Swamp. All of the ponds except one are
clay lined and have been closed under the direction
of the state. New membrane-lined ponds were
installed during the 1970s to replace the closed
ponds. Under a consent agreement with EPA,
Stauffer completed a remedial investigation in May
1988, which identified contamination of the soil,
pond sludge, swamp sediment, and ground water.
Although there are four media of concern at the
Stauffer site, this remedial action addresses the
contaminated ground water, because ground water
is the source for drinking water for the area.
Additional ROfts are planned for the source
control operable units and the Cold Creek Swamp
operable unit. The primary contaminants of
concern affecting the ground water are VOCs
including carcinogenic compounds such as carbon
tetrachloride, and other organic compounds
including pesticides.
The selected remedial action for the ground-
water operable unit at this site includes a modified
ground-water intercept and treatment system with
surface-water discharge. This alternative involves
continued operation of the existing intercept and
treatment system, which consists of aeration via
spray nozzles with discharges to a treatment pond
and then to the Mobile River; installation of
additional extraction wells, based on ground-water
quality characteristics, water-table gradients, and
pumping activities at the site and adjacent
properties; design and implementation of
modifications to the treatment system; and
monitoring of effluent, ground-water
concentrations, and pumping rates. Further
investigation and treatability studies are necessary
before EPA can determine the remedial action for
the source units (soil and pond sediment) and the
swamp. Bench and/or pilot-scale testing of in situ
treatment alternatives for some of the source units,
such as a wastewater treatment pond, is
appropriate as part of the remedial design. A
range of treatment technologies including thermal
desorption and vapor extraction is being
considered. The estimated total capital cost for
this remedial action is $3,119,200, which includes
O&M costs. Specific O&M costs were not
provided.
Performance Standards or Goals
Ground water will meet state and federal
ARARs including MCLs and risk reference doses
(RfDs) developed by EPA Chemical-specific
clean-up goals include carbon tetrachloride 5 ug/1
(MCL). Surface-water discharge must meet
concentration limits specified in the NPDES
permit.
Institutional Controls
Not applicable.
222
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 473
SYDNEY MINE SLUDGE PONDS, FL
First Remedial Action - Final
September 29, 1989
The Sydney Mine Sludge Ponds site occupies
9.5 acres of a 1,700-acre former phosphate mining
site in Brandon, Hillsborough County, Florida.
From 1973 to 1981, the county rented the site for
disposal of septic wastes, waste automotive oils,
grease trap wastes, and manufacturing cutting oils.
An estimated 16 million gallons of wastes were
deposited in three small pits. An EPA site
investigation in 1979 identified organics and heavy
metal contamination in monitoring wells near the
waste pits. Sampling was also performed in Turkey
Creek, which flows through the mine site about a
mile from the waste pits. Upstream and
downstream sediment samples exhibited elevated
levels of metal. Disposal operations ended in
September 1981 when the State denied issuance of
a second operation permit for the site. The State
and county began a two-phase cleanup effort in
1984. The first phase included construction of a
slurry wall around the waste pits; excavation and
on-site incineration of approximately 10,900 cubic
yards of pit wastes; and pumping and onsite
treatment of ground water. The second phase
included excavation of approximately 15,000 cubic
yards of contaminated soil with on-site treatment
by air-drying followed by off-site disposal. This
operable unit addresses ground-water
contamination at the site. The primary
contaminants of concern affecting the ground
water are VOCs including benzene, toluene, TCE,
and xylenes.
The selected remedial action for this site
includes continued ground-water pumping with on-
site treatment by air stripping and spray irrigation
on land adjacent to the waste disposal site;
evaluation of the existing ground-water pumping
and treatment system and implementation of any
necessary modifications to improve the operation;
continued ground-water monitoring; and
implementation of deed and ground-water use
restrictions. The estimated present worth cost for
the selected remedy is $2,448,000 which includes
an annual O&M cost of $576,000.
Performance Standards or Goals
The ground-water remediation goals are based
on state primary drinking water standards (PDWS)
or PMCLs. Chemical-specific goals were provided
for nine chemicals of concern including benzene 1
ug/1 (PDWS) and toluene 2,000 ugA (PMCL).
Institutional Controls
Deed restrictions will be implemented to
restrict ground-water use onsite and within a
reasonable distance of the site.
223
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 5
(Illinois, Indiana, Michigan, Minnesota, Ohio, Wisconsin)
NPLRante 717
ADRIAN MUNICIPAL WELL FIELD, MN
First Remedial Action - Final
September 29,1989
The Adrian Municipal Well Field site is in
Adrian, Nobles County, Minnesota, a city which
relies solely on ground water for its municipal
water supply. In 1983, the state detected VOC
contamination in two of the six wells at the site,
and by 1985 the city had replaced the
VOC-contaminated wells with two new wells.
Subsequent ground-water sampling indicated that
petroleum releases from underground storage
tanks (UST) are sources for soil and ground-water
contamination. Although ground-water
contaminant concentrations exceed federal and
state drinking water and surface water standards,
no further action will be taken by the Superfund
program because the program does not have the
authority to address clean up of petroleum
releases. EPA will, however, formally transfer the
site to its UST program in October 1989 for
further action. There are no costs associated with
this remedial action.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
224
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 337
ALSCO ANACONDA, OH
First Remedial Action
September 8,1989
The Alsco Anaconda site is a 4.8-acre former
sludge disposal area in Gnadenhutten, Tuscarawas
County, Ohio. The site lies within the Tuscarawas
River's 50-year and 100-year floodplains and
neighbors the Alsco Anaconda aluminum
manufacturing plant which has operated since
1948. Contamination at the site occurred from
1965 to 1978 when wastewater and wastewater
treatment sludge from the plant, containing
hazardous aluminum processing wastes (FO19),
were disposed of in an unlined settling basin and
a sludge pit. In 1978, the plant owners began
dewatering the treatment sludge prior to disposal
of sludge off site in the settling basin and a former
swamp area. This ROD is the first of two
operable units at the site and addresses
remediation of the contaminated soil and sludge.
Because leachate from the sludge may have
contaminated the ground water and surface water,
a subsequent ROD will address the appropriate
remedial action for those media. The primary
contaminants of concern affecting the soil and
sludge are organics including PCBs, and metals
including chromium, cyanide, and arsenic.
The selected remedial action for this site
includes excavating 50 cubic yards of sludge
contaminated with greater than 500 mg/kg of PCBs
followed by off-site incineration and disposal;
excavating 8,820 cubic yards of aluminum
processing waste sludge and underlying soil from
the settling basin and sludge pit contaminated with
less than 500 mg/kg of PCBs followed by off-site
treatment and disposal or reuse; backfilling and
revegetating excavated areas; and implementing
institutional controls including site access and deed
restrictions. The estimated capital cost for this
remedial action is $4,161,066 with no associated
O&M costs.
Performance Standards or Goals
Soil clean-up goals will meet clean closure
levels which require soil and sludge to be excavated
until remaining soil contaminant concentrations
attain a cumulative excess cancer-risk level below
10"6 and a cumulative HI value of less than one for
critical effect. Chemical-specific clean-up goals
were not specified but will be established during
the remedial design.
Institutional Controls
Site access and deed restrictions will
implemented.
225
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 764
AUTO ION CHEMICALS, INC, MI
First Remedial Action
September 27, 1989
Auto Ion Chemicals, Inc. site is a former
plating waste treatment and disposal facility
occupying approximately 1.5 acres of vacant, fenced
land in Kalamazoo, Michigan. The site is bounded
to the north, east, and west by
commercial/industrial facilities and lies adjacent to
and within the floodplain of the Kalamazoo River.
Ground water at the site is not currently used as a
source of drinking water. From 1964 to 1973 the
facility received chrome and cyanide plating waste.
Heavy metals were precipitated from the plating
waste and deposited in an on-site lagoon, and
wastewater was discharged to the sanitary sewer.
Leaks and spills from storage tanks, lagoon
seepage, and other site activities resulted in soil
contamination. In 1983 EPA conducted an
emergency surface removal and, in 1986, they
demolished the site structures which housed tanks
and storage facilities. This first operable unit
represents a source control remedial action for the
soil. A second operable unit will address ground-
water contamination. The primary contaminants
of concern affecting the soil are organics including
PAHs, and metals including arsenic, chromium,
and lead.
The selected remedial action for this site
includes excavation and off-site stabilization of
approximately 7,200 cubic yards of contaminated
soil; off-site disposal of treated soil in an approved
land disposal area; and replacement of the
excavated soil with clean fill. The estimated
capital cost for this remedial action is $3,332,988,
with an estimated annual O&M cost of $5,900.
Performance Standards or Goals
Soil posing a carcinogenic health risk greater
than 10"6 will be excavated and treated to meet
RCRA land disposal restrictions for soil
contaminated with F006 waste. The treated soil
must pass the TCLP test prior to off-site land
disposal. Chemical-specific contaminant goals
were not specified.
Institutional Controls
Not applicable.
226
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 834
BIG D CAMPGROUND, OH
First Remedial Action - Final
September 29, 1989
The Big D Campground site is in Kingsville,
Ashtabula County, Ohio. The site consists of a
1.2-acre landfill created out of a former sand and
gravel quarry. From 1964 to 1976 the site owner
accepted approximately 28,000 cubic yards of
hazardous materials for disposal which included up
to 5,000 drums containing solvents, caustics, and
oily substances. A 1986 remedial investigation
identified the landfill as the primary source of
contamination in soil outside the landfill and
ground water underlying the landfill. Ground-
water contamination is of significant concern
because it is migrating towards the drinking water
supply wells of nearby residences and Conneaut
Creek which is adjacent to and south of the site.
The primary contaminants of concern affecting the
soil and ground water are VOCs including PCE
and TCE, other organics, and metals including
chromium and lead.
The selected remedial action for this site
includes removing and incinerating up to 5,000
buried drums, bulk wastes, and up to 30,000 cubic
yards of contaminated soil followed by on-site
disposal of nonhazardous ash residue; pumping
and treatment of 40,000,000 to 60,000,000 gallons
of ground water using an on-site granular activated
carbon system followed by on-site discharge to
Conneaut Creek; and ground-water and surface-
water monitoring. The estimated present worth
cost for this remedial action is $39,000,000, which
includes annual O&M costs of $320,000.
Performance Standards or Goals
This remedial action will reduce health risks
identified in the ground water to a cumulative
Hazard Index of 1.0 or less and a cumulative
carcinogenic risk of 10"6 or less. Ground-water
clean-up goals are based on MCLs and include
TCE 5 ug/1 and chromium 50 ug/1.
Institutional Controls
Deed and land use restrictions will be
implemented.
227
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 182
BOWERS LANDFILL, OH
First Remedial Action - Final
March 24, 1989
The 12-acre Bowers Landfill site is in rural
Pickaway County, Ohio, within the Scioto River
floodplain. Fifteen residences lie within a 0.5-mile
radius of the site. Information on the types and
quantities of waste disposed of at the site is not
readily available; however, landfill operations,
which started in 1958, consisted solely of municipal
refuse disposal until 1963. From 1963 to 1968,
however, industrial refuse and chemical wastes
were also disposed of at the site. Operations
ended in 1968. The primary contaminants of
concern affecting the soil, sediment, debris, and
ground water are VOCs including PCE and
benzene, other organics including PAHs and PCBs,
metals including lead and chromium, and other
inorganics.
The selected remedial action for this site
includes removal of surface vegetation and debris
such as domestic waste and drums followed by off-
site disposal at a hazardous waste landfill or solid
waste landfill if wastes are determined to be
nonhazardous; erosion controls including surface
regrading in areas prone to flooding and erosion;
excavation and dewatering of drainage ditch
sediment followed by on-site disposal; replacement
of the discharge pipe; construction of a soil and
clay cap with quarterly inspections for leachate and
gas formation; implementation of site access and
ground-water use restrictions; and ground-water
monitoring. The estimated present worth cost for
this remedial action is $4,300,000, which includes
annual O&M costs of $116,000.
Performance Standards or Goals
Chemical-specific clean-up goals were not
provided; however, clean-up levels will be based on
MCLs where available and a 10"6 cancer risk for all
other contaminants.
Institutional Controls
Site access and ground-water use restrictions
will be implemented at the site.
228
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 684
BYRON SALVAGE YARD, 1L
Third Remedial Action
June 30, 1989
The Byron Salvage Yard site is in rural Ogle
County, Illinois and is approximately 3 miles
southwest of the city of Byron. The site, which
includes the Byron Salvage Yard and Dirk's Farm,
is bordered by a forest preserve district to the
north, an operating nuclear plant to the southeast,
residential property to the south, and an open field
to the west. The site is bisected by two 15 to 30
feet deep ravines draining surface-water runoff
through the ravine waterways to the south branch
of Woodland Creek, which flows to the Rock
River. During the 1960s, the salvage yard owner
accepted miscellaneous wastes and debris for
disposal including drums of electroplating wastes,
oil sludges, cutting wheels, solvents, and scrap
metal. Industrial waste dumping reportedly
occurred on the site during periods of heavy
rainfall so that most of the waste would be carried
off site by the resulting surface water runoff. In
1976, the Illinois EPA documented the presence of
cyanide and heavy metals in soil, surface water, and
ground water in and around the site. In 1986 the
state initiated clean-up activities which included
excavating buried drums from the ravines;
removing surface drums; excavating soil heavily
contaminated by heavy metals or organics; and
excavating soil with concentrations 100 mg/kg or
greater of cyanide. In situ treatment of cyanide-
contaminated soil less than 100 mg/kg was
performed but low levels of cyanide still remain.
Water quality sampling, performed in 1984,
revealed that off-site ground water was
contaminated with VOCs, primarily TCE. The two
aquifers which underlie and surround the site
contain elevated levels of VOCs, metals, and
cyanide. Private residential water supply wells that
were affected by the contaminated ground water
were temporarily supplied with bottled drinking
water. In 1986, an EPA-approved emergency
action led to the installation of in-house carbon
filtration units at 10 residences in the Rock River
Terrace subdivision located a 1/2 mile northwest of
the site. A 1986 state ROD extended the
municipal water supply system from Byron to the
Rock River Terrace subdivision. This operable
unit addresses the ground-water contamination
emanating from the site and is the third of four
operable units. The primary contaminants
affecting the ground water are VOCs including
benzene, PCE, and TCE, metals including arsenic,
chromium, and lead, and cyanide.
The selected remedial action for this site
includes removing all wastes generated during the
remedial investigation; adding a one-foot soil cover
to the affected portions of the site and regrading
and revegetating the new surface; monitoring
surface and ground water; plugging and
abandoning monitoring wells no longer in use;
providing an alternate source of drinking water by
extending the water main of the municipal system
to 27 additional residences; and implementing
institutional controls. The estimated present worth
cost is $1,1080,000, which includes annual O&M
costs of $16,000.
Performance Standards or Goals
Because an alternate water supply will be
provided, MCLs for ground-water contaminants
will not be exceeded at the tap for affected
residents. In lieu of MCLs, EPA is establishing
clean-up levels based on alternate concentration
limits (ACLs) which will be set at contaminant
concentrations currently found in the aquifers.
Maximum concentration limits, for Ambient Water
Quality Criteria and/or Illinois Water Quality
Standards, will be attained in a nearby pond and
river.
Institutional Controls
Institutional controls will be implemented to
preclude future use of the ground water in
undeveloped areas where the ground water is
contaminated due to the site. These controls may
include deed restrictions or mandatory hookups to
public water supplies, plugging and abandoning
residential wells, and/or other such actions.
229
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 668
CEMETERY DUMP, MI
Second Remedial Action - Final
September 29,1989
The 4-acre Cemetery Dump site is a former
sand and gravel pit in Rose Township, Oakland
County, Michigan. During the late 1960s or early
1970s, approximately 300 to 600 drums, containing
paint sludges, solvents, PCBs, and oils, were
illegally dumped and buried on site. A1985 ROD
addressed the soil cleanup which included
excavation and off-site disposal of
visually-contaminated soil and drum fragments.
Soil which was not visually contaminated was
sampled and backfilled with clean soil into the
excavated areas. Subsequent soil and ground-water
sampling indicated that zinc contaminants in the
ground water exceed the federal secondary MCL,
a nonenforceable standard based on taste and
odor, not protection of health. Zinc contamination,
however, is most likely a result of monitoring well
construction materials. No other contaminants
exceed federal or state environmental standards.
The selected remedial action for this site is no
further action because previous remedial activities
appear to provide adequate protection to human
health and the environment. Ground water will be
monitored annually, and a 5-year review will be
performed to ensure that the site continues to pose
no threat to human health and the environment.
There are no costs associated with this no action
remedy.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
230
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 653
CUFFS/DOW DUMP, MI
First Remedial Action - Final
September 27, 1989
The municipally owned 2-acre Cliffs/Dow
Dump site is in a wooded recreational area
adjacent to the Dead River in Marquette,
Michigan. From 1954 until the early 1960s, wastes
generated by the Cliffs-Dow Chemical Company's
charcoal manufacturing plant were deposited at the
site. The wastes, which included tar and
tar-contaminated fill materials, were deposited to
fill a small bog depression. The 200 cubic yards of
exposed tar deposits are the primary source of
contamination in the soil; however, the remaining
9,400 cubic yards of fill material containing
charcoal and wood intermingled with
approximately 200 cubic yards of tar, are also a
contamination source. Results of pilot studies
indicate that ground water is undergoing in situ
biodegradation as it flows downgradient of the fill
and poses no risk to human health or the
environment. The primary contaminants of
concern affecting the soil are VOCs including
benzene, toluene, PCE, and xylenes, and other
organics including PAHs and phenol.
The selected remedial action for this site
includes excavation and off-site incineration of 200
cubic yards of exposed tars; excavation of 9,400
cubic yards of fill material intermingled with tars,
and segregation followed by off-site incineration of
200 cubic yards of buried tars encountered during
the excavation; forced aeration biological treatment
of the 9,200 cubic yards of residual contaminated
fill material after replacement in the excavated
area; installing a soil cover and revegetation of
bioremediated fill area; implementation of
institutional controls including deed restrictions
preventing new well installation and disturbance of
fill material until health-based goals have been
achieved; and ground-water and air monitoring.
The estimated present worth cost for this remedial
action is $2,842,165, which includes estimated
annual O&M costs of $63,280.
Performance Standards or Goals
Ground-water contaminant levels, which are
already below levels of concern, will further
decrease through biodegradation and natural
attenuation once the source material is removed.
EP A's Superfund Public Health Evaluation Manual
was used to develop health-based goals for source
areas; however, no chemical-specific goals were
provided.
Institutional Controls
Deed restrictions will be implemented to
prevent the future use of ground water, including
the establishment of drinking water wells within
the vicinity of the contaminated ground-water
boundaries, and will also prohibit disturbances of
the fill materials during the biological treatment
process until health-based goals have been
achieved.
231
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 396
CROSS BROTHERS PAIL RECYCLING (PEMBROKE), IL
First Remedial Action - Final
September 28, 1989
The Cross Brothers Pail Recycling site is a
former pail and drum recycling operation located
in Pembroke Township, Kankakee County, Illinois.
The 20-acre site, approximately half of which was
used for waste disposal, is in a semi-residential
area interspersed with small farms. Recycling
operations, which involved draining empty drums
and pails containing paints, dyes, and inks onto the
ground, resulted in the formation of a waste
residue layer approximately 6 inches thick over 10
acres of the property. In addition, crushed pails
and drums were buried in 10 trenches located
around the site. Operations continued at the site
from 1961 until 1980 when the state closed the site
and ordered a cleanup. An Initial Remedial
Measure was signed in 1985 that required clearing
the disposal area of all vegetation and removing
6,438 tons of contaminated surficial soil, 542
drums containing wastes, and 572 empty drums.
From 1986 to 1989, the state conducted additional
studies to define the nature and extent of ground-
water and residual soil contamination. The site
can be divided into two areas: a 6.5-acre area
characterized by small local areas of soil
contamination and a 3.5-acre area that contains
contamination throughout the unsaturated zone
(approximately 33,800 cubic yards of soil).
Ground-water contamination is the principal threat
at the site. The primary contaminants of concern
affecting the soil and ground water are VOCs
including benzene, PCE, TCE, toluene, and
xylenes, and other organics including PCBs.
The selected remedial action for this site has
been divided into two operable units. The first
involves resampling a localized PCB-contaminated
soil area followed by excavation and off-site
incineration of approximately 5 cubic yards
(dependent upon resampling results) of soil with a
PCB level exceeding 10 mg/kg. The second
operable unit addresses ground-water and soil
remediation. The 6.5-acre area will be covered
with a 6-inch vegetative cover, and the 3.5-acre
area will be covered by 6 inches of gravel. Ground
water will be pumped and treated on site with
discharge onto the 3.5-acre gravel area via an
irrigation system, thus establishing a "cleansing
loop" and inducing soil flushing through the area
of VOC contamination. Deed and access
restrictions will be implemented. The estimated
present worth cost for this remedial action is
$2,076,500, which includes an annual O&M of
$59,235 for 15 years.
Performance Standards or Goals
Ground-water clean-up levels will meet
currently promulgated MCLs, a cumulative excess
lifetime cancer risk not exceeding 10"6, and a
hazard index ratio less than or equal to one. No
chemical-specific ground-water clean-up goals were
provided. PCB-contaminated soil will be excavated
such that a level less than 10 mg/kg (based on
TSCA Spill Policy) remains on site.
Institutional Controls
The site will be secured through the
installation of fencing and initiating a deed
notification requirement identifying EPA and state
concerns regarding activities at the site.
232
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 652
E.BL SCHILLING LANDFILL, OH
First Remedial Action - Final
September 29,1989
The E.H. Schilling Landfill site is in Hamilton
Township, Lawrence County, Ohio. The site is a
2.7-acre landfill on a larger tract of land. The
predominantly rural area neighboring the site
includes approximately 50 residences, which are
between 0.25 mile and 1.5 miles from the site. The
landfill was created by constructing a dam across a
small valley. Both the landfill cover and dam have
been described as inadequate, and leachate
containing hazardous substances is being released
through and beneath the dam. From 1969 to 1980,
the landfill operators accepted both nonhazardous
and hazardous wastes including styrene, phenol,
acetone, alcohol, wastewater treatment sludge, coal
tar compounds, and cumene. Results from a 1988
investigation reveal that soil and sediment
contamination is limited to the area immediately
adjacent to the dam, and ground-water
contamination is limited to the monitoring wells
immediately surrounding the landfill and the
monitoring wells downgradient of the dam.
Contamination appears to be due to leachate
runoff. The primary contaminants of concern
affecting the soil, sediment, and ground water are
VOCs including benzene, other organics including
PAHs, pesticides, and phenol, and metals including
arsenic.
The selected remedial action for this site
includes excavation of 500 cubic yards of sediment
and 750 cubic yards of surface soil for
consolidation in the landfill; construction of a
2.7-acre RCRA cap to contain 100,000 cubic yards
of landfill waste; construction of a clay berm to
improve dam stability; construction of a perimeter
cut-off wall to eliminate the lateral flow of ground
water into the landfill waste; construction of an
interceptor drain outside the cut-off wall to drain
ground water away from the landfill; dewatering
the landfill of 7,000,000 gallons of leachate and
treating the leachate using metal precipitation, air
stripping, and carbon adsorption to remove
organics and sulfide precipitation to remove
inorganics, followed by discharge to surface water;
treatment and discharge of an additional 1,000,000
gallons of wastewater generated during the
remedial action; ground-water monitoring; and
implementation of access and institutional
controls. The estimated capital cost for this
remedial action is $6,444,000, with an estimated
annual O&M cost of $99,000 for 30 years.
Performance Standards or Goals
Soil will be excavated and consolidated to
achieve a cumulative risk of less than 10"6
carcinogenic risk and a cumulative noncarcinogenic
hazard index less than or equal to one. Ground
water will be treated if it exceeds action levels
which have been established as a cumulative cancer
risk of less than 10"6 and a cumulative
noncarcinogenic hazard index less than or equal to
one.
Institutional Controls
Institutional controls include site access and
deed restrictions.
233
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NFL Rank: 638
GALESBURG/KOPPERS CO., EL
First Remedial Action - Final
June 30, 1989
The Galesburg/Koppers Co. site is a 105-acre
area located approximately 2 miles south of the
city of Galesburg in Knox County, Illinois. The
land surrounding the site is sparsely populated
with the Burlington Northern Railroad yard to the
north, a landfill to the east, and four residences
and a lumber yard to the south and west.
Farmland abuts these areas. Burlington Northern
Railroad Company operated the site as a railroad
tie treating plant from 1907 to December 1966. In
1966, the Koppers Company, Inc. leased the
production plant from Burlington Northern and
resumed operation of the facility. Treatment
operations consisted of pressure treatment of the
railroad ties using a mixture of creosote and coal
tar or creosote and fuel oil. From 1971 to 1976,
pentachlorophenol (PCP) was used in the
treatment process. Key contaminated areas at the
site include a slurry pond, a northern and southern
creosote lagoon, a PCP-contaminated lagoon, a
waste pile storage area, two backfilled drainage
ditches, and two former spray wastewater fields.
Contamination has been found in soil, ground
water, surface water, and on-site and off-site
sediment. This ROD addresses all contaminated
media. These actions, in combination with
remedial actions at the Steagall Landfill site, are
intended to eliminate off-site surface-water and
sediment contamination as well. The primary
contaminants of concern affecting the soil and
ground water are organics including PCP, phenols,
and PAHs.
The selected remedial action for this site
includes excavation and on-site consolidation of
approximately 15,200 cubic yards of contaminated
soil with on-site biological treatment of soil and
implementation of a biological monitoring
program; construction of shallow ground-water
interceptor trenches and deep pumping wells with
pumping and on-site pretreatment of shallow and
deep ground water using an existing wastewater
treatment system to achieve clean-up objectives,
discharging treated ground water to a publicly
owned treatment works (POTW) for final
treatment or on-site treatment should the POTW
pretreatment standards not be achieved; ground-
water monitoring; and implemention of site access
and land use restrictions. The estimated present
worth cost for this remedial action is $4,286,844,
which includes an estimated annual O&M of
$170,012.
Performance Standards or Goals
No chemical-specific clean-up goals were
established for soil at the site. The soil will be
excavated six inches beyond visible contamination.
Samples will be taken after excavation to assess the
mitigative efforts and to confirm remediation to
health-based levels. Additionally, soil will be
treated to background toxicity levels. Clean-up
goals for ground water were based on a 10"6 excess
carcinogenic risk goal.
Institutional Controls
Site access and land use restrictions will be
implemented for the area of contamination in
accordance with the anticipated consent decree.
234
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 536
HEDBLUM INDUSTRIES, MI
First Remedial Action - Final
September 29, 1989
Hedblum Industries site, an automotive parts
manufacturing plant, is approximately one mile
southwest of the town of Oscoda, in AuSable
Township, losco County, Michigan. In addition to
the plant, the site consists of a 10-acre industrial
park, a wetland area, and residences including the
AuSable Heights subdivision. Ground water flows
beneath the plant and subdivision and discharges
via a bayou into the AuSable River. Between 1968
and 1972, the previous plant operators discharged
cooling water, rinse water, and approximately 4,000
gallons of waste TCE onto the ground. In 1973
VOCs were detected in residential wells in the
AuSable subdivision. Contaminated wells were
replaced with deeper wells which by 1977 also
showed traces of contamination. Subsequently, the
Oscoda Township Municipal Supply System was
extended to residents through the installation of a
new water main. An underground storage tank
containing TCE, TCA, and PCE was removed from
the site in 1980. The primary contaminants
of concern affecting the ground water are VOCs
including benzene, toluene, xylenes, TCE, and
PCE, and metals including lead.
The selected remedial action for this site
includes ground-water pumping and treatment
using activated carbon adsorption with discharge to
the bayou; and ground-water and soil monitoring.
The estimated present worth cost for this remedial
action is $1,379,000, which includes an annual
O&M cost of $264,000 over four to five years.
Performance Standards or Goals
Ground water will meet SDWA MCLs.
Target clean-up levels for ground water include
benzene 5 ug/1, TCE 5 ug/1, and lead 50 ug/1.
Institutional Controls
Not applicable.
235
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Progress Toward Implementing SUPEKFUND
Fiscal Year 1989
NPLRank: 175
INDUSTRIAL EXCESS LANDFILL, OH
Second Remedial Action - Final
July 17, 1989
The 300-acre Industrial Excess Landfill site is
in Uniontown, Stark County, Ohio. Several
hundred residences are within a half mile of the
site, and all residences and businesses in the
Uniontown area rely on ground water from private
well supplies. Surface water at the site flows to
Metzger Ditch which is located along the eastern
border of the site. The site was operated as a
mixed industrial and refuse landfill from 1966 until
1980. Large amounts of fly ash and liquid wastes
including latex and spent organic solvents were
disposed of in the landfill between 1968 and 1972.
To prevent the spread of contaminants associated
with these wastes, several emergency actions have
been undertaken. In 1986, an active methane
extraction system was installed to prevent the off-
site migration of explosive levels of methane gas.
In April 1987, EPA installed air strippers in eight
residences and two businesses due to the presence
of low levels of volatile organic compounds. In
September 1987, EPA signed a ROD to provide an
alternate water supply to 100 homes west of the
site to ensure that the community received safe
drinking water while the final remedial action for
the site was implemented. This ROD represents
the final remedial action for the site and addresses
the source area, gases generated within the source
area, and contaminated ground water. The
primary contaminants of concern affecting the soil,
sediment, and ground water are VOCs including
benzene, vinyl chloride, and PCE, other organics
including cPAHs, and metals. Air contamination
by methane gas is also present at the site.
The selected remedial action for this site
includes installing a multilayer RCRA cap over the
site to prevent surface-water infiltration; expanding
the existing methane venting system to
accommodate the potential increase of landfill gas
due to the cap; extracting and treating
approximately 256 million gallons of contaminated
ground water by air stripping, carbon adsorption,
and flocculation/sedimentation/filtration to achieve
compliance with Clean Water Act NPDES
discharge criteria for surface water discharge;
continuing the pumping of ground water to
maintain a lowered water table and protect ground
water from additional contamination by the
landfill; treating surface water from ponds at the
site, if necessary; and dredging sediment from the
ponds and ditch and incorporating them under the
cap; multimedia monitoring; and institutional
controls restricting future use of the site. The
estimated present worth cost for this selected
remedial action is $18,548,000, which includes an
estimated annual O&M cost of $440,000.
Performance Standards or Goals
The selected remedy will ensure that landfill
gas concentrations beyond the site boundary will
not exceed 5 percent methane. Ground-water
cleanup is based on a 10"6 excess cancer level and
will be treated to achieve MCLs in the aquifer and
discharged in compliance with Clean Water Act
NPDES requirements. Specific ground-water goals
include benzene 5 ug/1 and vinyl chloride 2 ug/1.
Permit limits are established in accordance with
Ohio EPA Aquatic Life Quality Criteria for
discharge to Metzger Ditch. Acute and chronic
limits for the ditch discharge were provided in the
ROD.
Institutional Controls
Institutional controls will be imposed to
restrict future use of the site property. Future
construction or public use of the land will be
prohibited.
236
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NFL Rank: 808
IONIA COY LANDFILL, MI
First Remedial Action
September 29,1989
The Ionia City Landfill site is a 20-acre
municipally owned landfill in the southeast corner
of Ionia, Michigan. The site is bordered by the
Grand River to the south, a tributary to the Grand
River to the east, and a light commercial/
residential area to the north. The site lies within
the 100-year floodplain of the Grand River. The
landfill was operated from the 1950s until about
1969, during which time industrial, commercial,
and municipal wastes were disposed of at the site,
including drummed liquids and solids from
industrial sources. Drums of ignitable liquid
wastes were reportedly burned until 1965. A state
investigation in 1981 revealed exposed drums
containing paint wastes, thinners, and industrial
solvents as well as elevated levels of metals.
Furthermore, VOC-contaminated and metal-
contaminated ground water was detected. EPA
investigations began in 1982 and revealed VOC
contamination in the Grand River tributary surface
water. Follow-up investigations by EPA led to an
immediate removal action in 1984-85 by the city,
under an administrative order, which included
fencing a portion of the site, removing and
disposing of exposed drums, covering depressed
areas, and stabilizing areas of erosion. Current site
risks result from subsurface wastes (or point
source) from a 1/4-acre area in the northern
section of the landfill. The estimated total waste
volume is 5,000 cubic yards consisting of badly
deteriorated buried drums and associated wastes,
and contaminated soil. In addition there is a
contaminant plume in an underlying shallow
aquifer. The first operable unit addresses the
point source area. A second operable unit
addressing ground water has been deferred until
the completion of the ground-water monitoring
plan. The primary contaminants of concern
affecting the soil and debris are VOCs including
vinyl chloride and methyl chloride, other organics,
and metals including chromium.
The selected remedial action for this site
includes in situ vitrification of the defined point
source area and an adjacent margin of safety zone,
including an off-gas collection and treatment
system; access restrictions; ground-water
monitoring; institutional controls to restrict site
use; and upgrading the landfill cover and repairing
the side slopes followed by revegetation. The
estimated present worth cost for this remedial
action is $3,630,525, which includes an estimated
annual O&M cost of $112,750 for year one and
$51,000 for years two to ten. If a pilot test
indicates that the selected remedy is inadequate, a
contingency alternative of partial excavation with
on-site incineration will be implemented.
Performance Standards or Goals
Target clean-up levels for the soil-refuse
matrix to determine the extent of excavation will
not be established; instead, the extent of excavation
will be based on the extent of buried drums and
additional sampling.
Institutional Controls
Site use restrictions will be implemented.
237
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 678
KYSOR INDUSTRIAL CORP., MI
First Remedial Action - Final
September 29, 1989
The Kysor Industrial Corp. facility is a large
truck parts manufacturing plant in the Cadillac
industrial park in the city of Cadillac, Wexford
County, Michigan. Approximately 40 industries
operate in the 1-square-mile industrial park
including Northernaire, another Superfund site.
The Northernaire site will be addressed by the
ground-water remediation portion of this action as
well. There are several private residences
including a trailer park within the industrial park,
and another residential neighborhood lies adjacent
to the northern boundary of the park. The city of
Cadillac's water supply well field is located near
the center of the park, and ground water beneath
the site generally flows towards the city wells. The
Clam River flows through the southeast portion of
the site draining runoff from the site. The Kysor
facility commonly uses solvent cleaners and
degreasers; past disposal practices included
dumping barrels of spent solvent directly on the
soil behind the plant. Kysor excavated
approximately 700 cubic yards of soil in 1981 after
contaminants were discovered in ground water
samples. Ground-water contamination has since
been detected throughout the shallow and
intermediate aquifers underlying the park. At
present the deep aquifer (in which the Cadillac city
well field is located) is not affected by this
contamination. The remaining soil contamination
is relatively localized and is from 6 to 25 feet in
depth. The primary contaminants of concern
affecting the soil and ground water are VOCs
including toluene, TCE, PCE, and xylenes, and
metals including chromium.
The selected remedial action for this site
includes a two-stage ground-water pumping and
treatment system using carbon adsorption for the
removal of chromium and air stripping with
vapor-phase carbon adsorption for the removal of
VOCs and discharge to the Clam River; in situ
soil vacuum extraction with air pollution control
equipment; ground-water monitoring; and
institutional controls including site access and
ground water and land use restrictions. The
estimated present worth cost for this remedial
action is $16,000,000, which includes present worth
O&M costs of $5,000,000 over 60 years.
Performance Standards or Goals
Ground water will meet or exceed state and
SDWA MCL standards. Target clean-up levels for
ground water include xylene 440 ug/1, toluene 40
ug/1, PCE 1 ugA, TCE 5 ug/1, and chromium
(hexavalent) 50 ug/1. Soil will meet state, RCRA,
and CAA standards. Target clean-up levels for soil
include xylene 141 mg/kg, toluene 724 mg/kg, and
TCE 0.07 mg/kg.
Institutional Controls
Institutional controls will be established
including site access and ground-water and land
use restrictions.
238
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 569
LASKIN/POPLAR OIL CO., OH
Third Remedial Action - Final
June 29, 1989
The 9-acre Laskin/Poplar Oil Co. site is in
Jefferson Township, Ashtabula County, Ohio.
Included on the site are: a residence, a greenhouse
complex, a boiler house/garage containing four
boilers, a smokestack, four oil storage pits, one
underground and 32 above ground oil storage
tanks, a retention pond, a freshwater pond, and
miscellaneous small buildings. In the 1960s,
storage pits and tanks were installed to store waste
oil for the boilers that heated the greenhouses.
The Poplar Oil Company continued to accept the
waste oil throughout the 1960s and 1970s. In
1981, EPA found PCBs in on-site ground water
and soil which resulted in several emergency
actions that included draining and regrading 2
retention ponds, diverting surface runoff to other
retention ponds, removing off-site and incinerating
302,000 gallons of waste oil, treating and
discharging off-site 430,000 gallons of
contaminated surface water, and solidifying 205,000
gallons of sludge. From 1985 to 1986, the Poplar
Oil Company removed an additional 250,000
gallons of waste oil and wastewater in response to
an administrative order. Two additional orders
were issued ordering workplan development and
incineration of materials in the pits, tanks, and
heavily contaminated soil. The primary
contaminants of concern affecting the soil, on-site
structures, and debris are organics including PCBs,
PAHs, pesticides, and dioxin, and metals including
lead.
The selected remedial action for this site
includes draining on-site freshwater and retention
ponds with off-site discharge and refilling;
thermally treating contaminated soil, ash, and
debris from the boiler house area with on-site
disposal of ash if the ash can be delisted, otherwise
off-site disposal in a RCRA landfill; demolishing
and thermally treating or decontaminating
dioxin-contaminated structures; constructing an
up-gradient ground-water diversion trench;
installing a multi-layer cap over contaminated soil
exceeding a 10"° excess cancer-risk level;
monitoring surface and ground water; and
imposing access and land use restrictions. The
estimated present worth cost for this remedial
action is $11,000,000, which includes present worth
O&M costs of $1,000,000.
Performance Standards or Goals
No specific clean-up goals were provided;
however, remediation goals will prevent exposure
to contaminated soil and debris exceeding a 10"6
cancer-risk level or a total hazard index greater
than 1.
Institutional Controls
Land use and access restrictions will be
implemented to prohibit site use, land
development, and ground-water extraction.
239
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 69
MIAMI COUNTY INCINERATOR, OH
First Remedial Action - Final
June 30, 1989
The Miami County Incinerator site is in
Concord Township, Ohio. The 65-acre site is
approximately 1,500 feet west of the Great Miami
River; the Eldean Tributory of the river runs
across the northwest corner of the site. The site
consists of the incinerator building and adjacent
property, including a former scrubber wastewater
lagoon, an ash disposal pit, an ash pile, a liquid
disposal area, and trench and fill landfill areas
north and south of the Eldean Tributory.
Operations began in 1968, when large quantities of
spent solvents, oils, and drummed and bulk
industrial sludges were accepted for disposal. The
facility generated scrubber wastewater and ash
quench water, which were disposed of in the
wastewater lagoon. Incinerator fly ash and bottom
ash, non-combustible materials, and unburned
refuse were disposed of in a landfill north of the
tributary, and an estimated 104,000 to 150,000
barrel-equivalents of liquid waste were dumped or
buried on site. After closure of the facility in
1983, the Ohio EPA found detectable levels of
chlorinated hydrocarbons in drinking water wells
near the site. Three residences, the Miami County
Highway Garage, and the incinerator facility were
supplied with alternate water supplies in 1986.
The primary contaminants of concern affecting the
soil and ground water are VOCs including PCE,
toluene, and TCE, other organics including PCBs,
PAHs, dioxin, and pesticides, and metals including
lead.
The selected remedial actions for this site are
specific to each area of contamination and include
excavation and on-site consolidation of ash wastes
and contaminated soils onto the landfills with
capping of landfills and previously excavated areas;
pumping and treatment of ground water with
discharge to POTW; vapor/vacuum extraction of
liquid disposal area using carbon filters; continued
testing of soils, ash, and tributary sediment; and
provision of an alternate water supply for area
residents and businesses. The estimated present
worth for this remedial action is $19,400,000,
which includes an estimated O&M cost of
$4,666,000.
Performance Standards or Goals
Specific clean-up levels have not been
established at this time; however, they will be
based on MCLs, a hazard index of 1, a 10"5
cancer-risk level at the waste boundary (i.e., edge
of cup), and a 10"6 cancer-risk level at the nearest
receptor.
Institutional Controls
Deed and land use restrictions will be
implemented to prevent any future use of ground
water.
240
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 262
MDOCO I, IN
First Remedial Action - Final
June 30, 1989
The MIDCO I site is a 4-acre, abandoned
industrial waste recycling, storage, and disposal
facility in Gary, Indiana. The surrounding area is
partially rural, including wetlands. Residential
neighborhoods lie to the west, south, and east, with
some residents living as close as 900 feet from the
site. Twelve drinking water wells have been
identified within approximately one mile of the
site. The Calumet Aquifer, one of the two major
aquifers underlying the site and providing water to
these wells, is highly susceptible to contamination
from surface sources. Recycling, storing, and
disposing of industrial wastes began at the site
sometime before June 1973. Within a three-year
period, the site owners accepted and stockpiled
approximately 6,000 to 7,000 55-gallon drums
containing bulk liquid waste, and four bulk tanks,
each 4,000-10,000 gallons. The facility closed in
December 1976 after a fire burned approximately
14,000 drums of chemical waste. Operations
resumed in October 1977 under new ownership.
By February 1979, the new owners abandoned the
facility, leaving thousands of drums and waste
chemicals unattended. By January 1980, an
estimated 14,000 drums were still stockpiled on
site. In June 1981, severe flooding caused water in
the area to drain west into a neighboring city;
contact with the flood water reportedly resulted in
skin burns. In 1982, EPA initiated a surface
removal action which included removing extensive
surface wastes, an underground tank, and the top
one foot of contaminated soil. Because these
activities did not address the contaminated
subsurface soil, sediment, and ground water, EPA
has initiated this first remedial action to address
the above-referenced contaminated media. The
primary contaminants of concern affecting the soil,
sediment, and ground water are VOCs including
benzene, toluene, and TCE, other organics
including PCBs, phenols, and PAHs, and metals
including chromium and lead.
The selected remedial action for this site
includes soil vapor extraction followed by
treatment of 12,400 cubic yards of contaminated
soil and subsurface materials using solidification/
stabilization and on-site disposal; excavation and
on-site solidification/stabilization of approximately
1,200 cubic yards of contaminated sediment in
surrounding wetlands; covering the site in
accordance with RCRA landfill closure
requirements; ground-water pumping and deep
well injection in a Class I well if EPA grants a
petition to allow land disposal of waste prohibited
under RCRA; if a petition is not approved, ground
water will be treated using air stripping and a
liquid-phase granular activated carbon polish
system to meet EPA requirements (LDR treatment
standards), followed by deep well injection or
reinjection into the aquifer; ground-water
monitoring; and implementation of deed and
access restrictions. The estimated present worth
cost for this remedial action is $13,989,000, which
includes annual O&M costs of $525,000, if ground
water is treated; or $10,728,000, which includes
annual O&M costs of $188,000, if ground water is
not treated.
Performance Standards or Goals
Clean-up action levels were provided for soil
and ground water. Soil and sediment will be
treated if they exceed any of the following
risk-based levels: cumulative lifetime carcinogenic
risk equal to 10"6; cumulative chronic
noncarcinogenic index equal to 1.0; or subchronic
risk index equal to 1.0. Ground water will be
pumped and treated if it exceeds any of the
following risk-based levels: cumulative lifetime
cancer risk equal to 10~5; Cumulative
Noncarcinogenic Index equal to 1,0; Subchronic
Risk equal to 1.0; primary MCLs; or chronic
AWQC (for aquatic wildlife) multiplied by a
dilution factor of 3.9. If only one constituent
poses a cancer risk equal to or greater than 10"5,
the MCL, if promulgated, will be the clean-up
action level. Chemical-specific goals were not
provided for soil, sediment, or ground water.
241
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Institutional Controls
Institutional controls will include site access
and deed restrictions.
242
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Progress Toward Implementing SUPEKFVND
Fiscal Year 1989
NPLRante 865
MIDCOn, IN
First Remedial Action - Final
June 30, 1989
The MIDCO II site is a 7-acre storage and
disposal facility in Gary, Indiana. The surrounding
area is predominantly used for industrial purposes,
and includes 34 other potential hazardous waste
sites. The underlying aquifer is highly susceptible
to contamination from surface sources because of
the high water table; however, in the vicinity of the
site, the aquifer is used primarily for non-drinking
water purposes. The same operator as at another
Superfund site, MIDCO I, began waste operations,
including drum storage at MIDCO II during the
summer of 1976. Following a major fire at the
MIDCO I site in January 1977, MIDCO
transferred the operations from the MIDCO I site
to the MIDCO II site. Operations included
temporarily storing bulk liquid and drum wastes;
neutralizing acids and caustics; and disposing of
wastes by dumping wastes into on-site pits, which
allowed wastes to percolate into the ground water.
One of these pits, the filter pit, had an overflow
pipe leading into a ditch, which drained into the
nearby Grand Calument River. By April 1977,
approximately 12,000 to 15,000 55-gallon drums of
waste materials were stored on site. Additionally,
an estimated ten badly deteriorated and leaking
tanks were holding wastes including oils, oil
sludges, chlorinated solvents, paint solvents, paint
sludges, acids, and spent cyanides. In August 1977,
a fire at the site destroyed 50,000 to 60,000 drums.
Although most drums were badly damaged a
substantial number of drums, including 75 to 100
drums containing cyanide, survived the fire. EPA
conducted a preliminary investigation resulting in
the installation of a 10-foot high fence around the
site. In 1984 and 1985, EPA conducted emergency
removal activities including repairing and extending
the site fence; removing most of the remaining
drums, tanks, and debris from the site's surface;
and removing the sludge pits and filter pit
contents. The resulting PCB-contaminated soil
pile was removed and disposed of in an off-site
hazardous waste landfill in early 1986, and most of
the cyanide-contaminated pile was also removed.
Removal activities ended in January 1986. The
primary contaminants of concern currently
affecting the soil, sediment, and ground water are
VOCs including benzene, toluene, TCE, and
xylenes, other organics including PCBs, and metals
including arsenic, chromium, and lead.
The selected remedial action for this site
includes excavation and treatment of 35,000 cubic
yards of contaminated soil and waste materials
using solidification/stabilization followed by on-site
disposal; excavation and on-site solidification/
stabilization of 500 cubic yards of contaminated
sediment; covering the site in accordance with
RCRA landfill closure requirements; ground-water
pumping and deep well injection in a Class I well
if EPA grants a petition to allow land disposal of
waste prohibited under RCRA; if a petition is not
approved, ground water will be treated using air
stripping and a liquid phase granular activated
carbon polish system to meet EPA requirements
(LDR treatment standards), followed by deep well
injection or reinjection into the aquifer; ground-
water monitoring; and implementing deed and
access restrictions. The ground-water treatment
and underground injection portions of the
remedial action may be combined with the
remedial action for MIDCO I. The estimated
present worth cost for the remedial action is
$18,596,400, which includes annual O&M cost of
$733,000, if ground water is treated; or
$14,419,000, which includes annual O&M costs of
$301,000, if ground water is not treated.
Performance Standards or Goals
Clean-up action levels were provided for soil,
sediment, and ground water. Soil and sediment
will be treated if they exceed any of the following
risk-based levels: cumulative lifetime carcinogenic
risk equal to 10"5; cumulative chronic
noncarcinogenic index equal to 1.0; or subchronic
risk index equal to 1.0. Ground water will be
pumped and treated if it exceeds any of the
following risk-based levels: cumulative lifetime
carcinogenic risk equal to 10"5; cumulative
noncarcinogenic index equal to 1.0; subchronic risk
243
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
equal to 1.0; primary MCLs; or chronic AWQC for Institutional Controls
protection of aquatic life multiplied by a factor of
3.6. If only one constituent poses a cancer risk Institutional controls will include site access
equal to or greater than 10"5, the MCL, if and deed restrictions.
promulgated, will be the clean-up action level.
Chemical-specific goals were not provided for soil,
sediment, or ground water.
244
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 40
NEW BRIGHTON/ARDEN HILLS, MN
Fourth Remedial Action (Amendment)
August 11,1989
The New Brighton/Arden Hills site is an area
of organic solvent contamination in ground water
northwest of Minneapolis, Minnesota. The site
includes the cities of New Brighton, Arden Hills,
and St. Anthony as well as the Twin Cities Army
Ammunition plant. This ROD amends a June
1986 ROD calling for the installation of a new well
to provide part of the drinking water supply to
New Brighton. Because of major changes in site
conditions, EPA has concluded that a new well is
no longer necessary to protect human health in
New Brighton. Originally it was anticipated that
low contamination levels in Well #7 (one of nine
municipal wells) could not be assured and that a
replacement well in a deeper aquifer was needed to
provide an alternate supply of water. However,
further data from Well #7 indicate contamination
is not increasing. Moreover, a large water supply
will be provided by the U.S. Army to New
Brighton as part of a litigation settlement, and a
system has been installed by the U.S. Army to
prevent further contamination from the suspected
sources.
Therefore, EPA believes it is no longer necessary
or cost effective to complete the project. There
are no contaminants of concern affecting the
ground water associated with Well #7.
The selected remedial action for this ROD
amendment is no further action for the Well #7
operable unit and ceasing the installation of a
ground-water supply well remedy selected in a June
1986 ROD.
Performance Standards or Goals
Because the objectives of the operable unit
affected was to provide an alternate water supply,
rather than cleanup of the site, clean-up standards
are not applicable for the amendment.
Institutional Controls
Not applicable.
245
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 40
NEW BR1GHTON/ARDEN HILLS, MN
Seventh Remedial Action
August 11, 1989
The New Brighton/Arden Hills site, also known
as the Twin Cities Army Ammunition Plant
(TCAAP) site, is in New Brighton, Minnesota.
Land use bordering the four square-mile site is
largely residential. Past disposal of ammunition
manufacturing wastes on site resulted in
contamination of ground water beneath and
downgradient of the site. A total of 14 waste
disposal locations have been identified and
assigned as Sites A through K. During remedial
investigations at Site D, soil was discovered to be
contaminated with PCBs and other organic and
metal contaminants. A soil gas extraction system
was implemented to remove the source of volatile
organic contamination and reduce the potential of
migration to ground water. In implementing the
soil gas extraction system, PCB-contaminated soil
was removed, stockpiled near Site D, and sealed
with a plastic liner material. This interim remedy
addresses the treatment and disposal of
contaminated soil that is stockpiled near Site D.
The primary contaminants of concern affecting the
soil are VOCs including TCE and PCE, other
organics including PCBs, and metals including
arsenic and lead.
The selected remedial action for the site
includes on-site treatment of approximately 1,400
cubic yards of stockpiled soil using mobile infrared
thermal treatment technology; analysis of treated
soil to ensure the PCB treatment goal is met,
followed by placement of treated soil in an area
near Site D; discharge of treated scrubber
wastewater to the TCAAP sanitary sewer system
and ultimately to a POTW; decontamination and
removal of equipment used in the treatment
process; and air monitoring during soil treatment.
The estimated total cost for the selected remedy is
$1,200,000.
Performance Standards or Goals
The treatment goal for soil is PCBs 2 mg/kg
and is consistent with Toxic Substances Control
Act treatment levels.
Institutional Controls
Not applicable.
246
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 438
NINTH AVENUE DUMP, IN
Second Remedial Action - Final
June 30,1989
The Ninth Avenue Dump is a 17-acre, inactive
chemical and industrial waste disposal site in Gary,
Indiana. There is industrial, commerical, and
residential development in the surrounding area.
There are approximately 60 industrial and
residential water supply wells within 1 mile of the
site. Interconnecting ponds and wetlands areas
border the waste disposal areas to the north, west,
and south. The wetlands areas to the east and to
the south of the site are relatively undisturbed.
Hazardous waste disposal occurred at the site from
the early to mid-1970s, with some filling associated
with clean-up activities continuing until 1980.
Industrial, construction, demolition, and chemical
wastes were accepted at the site. Specific
industrial wastes which were accepted at the site
include oil, paint, solvents and sludges, resins, and
flammable, caustic, and arsenic-contaminated
materials. A state inspection in 1975 revealed that
there were approximately 10,000 55-gallon drums
at the site. Additionally, the state estimated that
500,000 gallons of liquid industrial waste were
dumped, and 1,000 drums were buried on site and
in contact with ground water. As a result of 1975
state orders and 1980 EPA orders to initiate
surface cleanup, the site operator removed drums,
tank cars, and some contaminated soil from the
site's surface. The first ROD, signed in September
1988, addressed remediation of an oil layer floating
on the ground-water surface and will include
construction of a slurry wall around the
contaminated portion of the site and excavation
and on-site storage of contaminated soil. This
second and final remedial action addresses the
remaining threats to the site which include
contaminated soil, sediment, fill material, ground
water (generally on site), and oil collected during
the first operable unit. The primary contaminants
of concern affecting the soil, sediment, fill
material, and ground water are VOCs including
benzene, TCE, and toluene, other organics
including PAHs and PCBs, and metals including
lead.
The selected remedial action for this site
includes excavating approximately 36,000 cubic
yards of the most severely oil-contaminated waste
and fill materials from the area inside the slurry
wall, on-site thermal treatment of excavated waste,
fill, and previously extracted oil, followed by filling
the excavated area with incinerator and ground-
water treatment process residues, discarded drums,
contaminated sediment removed from on- and off-
site ponds, and trench spoils; covering the area
contained by the slurry well with a RCRA cap;
pumping and treatment of ground water inside the
slurry wall with reinjection of most of the ground
water within the slurry wall to promote soil
flushing; pumping and treatment of contaminated
ground water outside the slurry wall with
reinjection or discharge to surface water;
dismantling, decontaminating, and removing the oil
storage unit constructed under the first operable
unit; continued long-term ground-water
monitoring; air monitoring during remedial
activities; and implementing institutional controls
to protect the site and restrict ground-water use.
The estimated present worth cost for this remedial
action is $22,209,000 which includes an annual
O&M cost of $489,000.
Performance Standards or Goals
Soil excavation is not designed to clean the
area to meet health-based clean-up levels but
rather to remove the most highly contaminated fill
material and to ensure the long-term effectiveness
of the containment and ground-water components
of the remedy. Chemical-specific treatment
standards for soil were not provided. Target clean-
up levels for ground water are based on MCLs or
a 10"5 cumulative carcinogenic risk, whichever is
more stringent, for carcinogens; and MCLs,
MCLGs, or an hazard index of 1, whichever is
more stringent, for noncarcinogens.
Institutional Controls
Deed and access restrictions will be
implemented to prohibit use of ground water
under the site and to protect the cap.
247
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 64
NORTHERNAIRE PIATING, MI
Second Remedial Action - Final
September 29, 1989
The Northernaire Plating facility is a former
electroplating facility in the Cadillac industrial
park in the city of Cadillac, Wexford County,
Michigan. Approximately 40 industries operate in
the 1-square mile industrial park including Kysor
Industrial, another Superfund site. The Kysor
Industrial site will be addressed by this action as
well. There are several private residences
including a trailer park within the industrial park,
and another residential neighborhood lies adjacent
to the northern boundary of the park. The city of
Cadillac water supply well field is located near the
center of the park, and ground water beneath the
site generally flows towards the city wells. The
Clam River flows through the southeast portion of
the site draining runoff from the site. The
Northernaire Plating facility provided custom
chromium and nickel plating finishes to
automobile and other metal parts. Improper waste
handling and faulty sewer systems are believed to
be responsible for releasing toxic compounds
(including hexavalent chromium, chromium, and
cyanide) to the soil which have subsequently
leached from the soil to the ground water. A 1985
ROD addressed the soil contamination and
included excavation and off-site disposal of
contaminated soil and sewer sediment. Ground-
water contamination has since been detected
throughout the shallow and intermediate aquifers
underlying the park. At present the deep aquifer
(in which the Cadillac city well field is located) is
not affected by this contamination. The primary
contaminants of concern affecting the ground
water are VOCs including toluene, TCE, PCE, and
xylene, and metals including chromium.
The selected remedial action for this site
includes a two-stage ground-water pumping and
treatment system using carbon adsorption for the
removal of chromium and air stripping with vapor-
phase carbon adsorption for the removal of VOCs
and discharge to the Clam River; ground-water
monitoring; and institutional controls including
site access and ground-water and land use
restrictions. The estimated present worth cost for
this remedial action is $16,000,000, which includes
present worth O&M costs of $5,000,000 over 60
years.
Performance Standards or Goals
Ground water will meet or exceed state and
SDWA MCL standards. Target cleanup levels for
ground water include xylene 440 ug/1, toluene 40
ug/1, PCE 1 ug/1, TCE 5 ug/1, and chromium
(hexavalent) 50 ug/1.
Institutional Controls
Institutional controls will be established
including site access and ground-water and land
use restrictions.
248
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 136
OTT/STORY/CORDOVA CHEMICAL CO., MI
First Remedial Action
September 29, 1989
The Ott/Story/Cordova Co. site is in Dalton
Township, Muskegon County, Michigan.
Beginning in 1957, various specialty organic
chemical manufacturers operated at the site,
producing intermediate items used in making
Pharmaceuticals, dyestuffs, and agricultural
chemicals. Soil and water contamination was
noted as early as the 1960s, probably resulting
from discharge of production vessel clean out
wastes and wastewaters to on-site unlined lagoons,
and drums of waste that were accumulated on site.
In 1977, several thousand cubic yards of lagoon
sludge and several thousand drums were removed'
by the state, and in 1982 an alternate water supply
was provided to residents in the vicinity of the site.
Subsequent investigations detected significant
degradation of Little Bear Creek and its unnamed
tributary, which flow past the site to the east, as a
result of contaminated ground water. Due to the
complexity of the site, the cleanup will be
organized into two distinct operable units. This
first operable unit addresses the interception of
contaminated ground water entering the Little
Bear Creek system. The second operable unit will
address contaminated soil, possible ground-water
remediation, source control, and air and water
monitoring. The primary chemicals of concern
affecting the ground water and surface water are
VOCs including benzene, PCE, TCE, toluene, vinyl
chloride, and xylene, other organics including PCBs
and pesticides, and metals including arsenic.
The selected remedial action for this site
includes pumping and treatment of ground water
that would otherwise enter the Little Bear Creek
system using UV-oxidation, carbon adsorption,
biological treatment (activated sludge), filtration
with discharge to surface water, and environmental
monitoring. The estimated present worth cost for
this remedial action is $11,751,000, which includes
estimated annual O&M costs of $1,500,000 to
$1,600,000 for years one to five.
Performance Standards or Goals
Effluent quality and stream discharge will
meet state NPDES levels that are dependent on
the final discharge point. ARARs pertaining to
ground-water restoration will be addressed in a
subsequent overall ground-water operable unit.
Institutional Controls
Not applicable.
249
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 87
OUTBOARD MARINE CORP., 1L
First Remedial Action (Amendment)
March 31,1989
The Outboard Marine Corp. site is on the west
shore of Lake Michigan in Waukegan, Illinois. A
marine products manufacturing plant operated at
the site for approximately 20 years until production
ended in the early 1970s. From 1961 to 1972
hydraulic fluid containing PCBs was used at the
plant in the die cast works. This fluid was later
discharged to Slip 3 of the harbor, a parking lot
north of the plant, and three areas known as the
North Ditch, Oval Lagoon, and Crescent Ditch.
There is an estimated 700,000 pounds of PCBs on
site and approximately 300,000 pounds in
Waukegan Harbor. In 1984, EPA began
engineering design work for the selected remedial
actions presented in a 1984 ROD to clean up
contaminated soil and sediment at the site. During
1985, however, all actions were suspended due to
litigation between Outboard Marine Corporation
(OMC) and EPA regarding EPA access to OMCs
property. Section 122 of SARA specifically
addressed access problems and upon its effective
date, negotiations with OMC resumed for
implementation of the remedy. After negotiations
between EPA and OMC were completed, a consent
decree was signed in 1986 by OMC. Under the
consent decree most portions of the remedial
action described in the 1984 ROD remain
unchanged. An on-site treatment step was added,
however, to meet the SARA preference for
treatment requirement. The primary contaminants
of concern affecting the soil and sediment are
organics including PCBs.
The selected remedial action for this site
includes construction of a cutoff wall and slurry
wall to isolate Slip 3 and form a containment cell;
construction of a new slip to replace Slip 3, and
relocation of Larsen Marine; removal and
treatment using a chemical extraction process or
thermal treatment of sediment in Slip 3 exceeding
500 mg/kg PCBs and soil and sediment exceeding
10,000 mg/kg PCBs from the Crescent Ditch/Oval
Lagoon Area; dredging of upper harbor sediment
above 50 mg/kg and placement of contaminated
sediment in the new Slip 3 containment cell;
construction of a west containment cell for
treatment residues and lower concentration
PCB-contaminated soil; construction of an east
containment cell around the parking lot area;
construction of a temporary, on-site water
treatment facility for dredged water; construction
of a permanent water treatment facility; on-site
treatment of containment cell water followed by
discharge to either a POTW or an on-site location;
capping of all containment cells; and ground-water
monitoring. The estimated capital cost for this
remedial action is $19,000,000; O&M costs were
not provided.
Performance Standards or Goals
A PCB clean-up level of 50 mg/kg was
established based on site-specific data. Hot spots
for soil and sediment have been defined as greater
than 500 mg/kg PCBs in the Crescent Ditch/Oval
Lagoon and 10,000 mg/kg PCBs in Slip 3. These
correspond to "muck" layers below which PCBs
have not significantly penetrated. The on-site
treatment system is an extraction process that must
result in a 97 percent PCB removal level.
Institutional Controls
Not applicable.
250
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 781
WATTE PARK WELLS, MN
First Remedial Action - Final
September 28, 1989
The 45-acre Waite Park Wells site is in Waite
Park, Stearns County, Minnesota, 1,500 feet east of
the Sauk River. Waite Park municipal wells #1
and #3 served the city until December 1984 when
routine sampling detected organic contamination
in the ground water. The contaminated plume
extends east-southeast from the Electric Machinery
Manufacturing Company to the wells which are
situated in the northeast corner of the Burlington
Northern Superfund site. In January 1985, the
state issued a health advisory to residents to
discontinue using municipal water for drinking and
cooking. A water hook up with St. Cloud,
Minnesota was completed in February 1985 to
provide the 3,500 Waite Park residents with an
alternate water supply. In February 1988, the five
responsible parties at the site funded a municipal
water treatment system and wells #1 and #3 were
returned to service. Remedial investigations did
not identify any significant soil contamination at
the site in the vicinity of the Electric Machinery
Company; however, ground-water contamination
was identified in the shallow aquifer, and to a
lesser extent, in the deep aquifer. This ROD
represents the final response action for the Electric
Machinery portion of the Waite Park Wells site.
The primary contaminants of concern in the
ground water are VOCs including PCE and TCE.
The selected remedial action for the site
includes ground-water pumping and on-site
treatment of the contamination plumes of both the
shallow and deep aquifers using packed towers
aeration (air stripping); discharge of treated
ground water from the packed tower aeration
system to the Sauk River under an NPDES permit;
and surface-water monitoring and long-term
ground-water monitoring. The estimated present
worth cost for this remedial action is $913,000.
O&M costs were not provided.
Performance Standards or Goals
Ground-water risk reduction will be achieved
by continuing to pump and treat until the more
restrictive of Safe Drinking Water Act MCLs or
the state's Recommended Allowable Limits
(RALs) for each VOC in the shallow and deep
aquifers are met. Chemical-specific cleanup levels
include PCE 6.6 ug/1 (RAL) and TCE 5 ug/1
(MCL). Surface-water discharge to the Sauk River
will comply with Clean Water Act Ambient Water
Quality Criteria. Chemical-specific discharge goals
include PCE 8.9 ug/1 and TCE 123 ug/1. In
addition, discharges to Sauk River will comply with
NPDES permit standards.
Institutional Controls
Not applicable.
251
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRante 132
WAUCONDA SAND & GRAVEL, IL
Second Remedial Action - Final
March 31, 1989
The 74-acre Wauconda Sand & Gravel site
includes 52 acres of permitted and unpermitted
landfill areas and is located in Lake County,
Illinois, north of the village of Wauconda. The
area neighboring the site includes agricultural land,
residential properties including 12 homes within
one mile of the landfill, and two new residential
developments. Most residences use well water but
the wells lie outside the ground-water flow
boundaries of the moderately contaminated
shallow aquifer, which lies directly beneath the site.
A deeper aquifer, which is connected to the
shallow aquifer and is the predominant source of
drinking water for area residents, does not appear
to be contaminated. From 1941 to mid 1978, the
site owner accepted primarily nonhazardous
municipal, residential, commercial, and industrial
wastes; there are, however, an estimated 30,000
cubic yards of hazardous wastes on site. The
landfill was closed in July 1978 and was
subsequently covered by a layer of clay and soil.
Since the late 1970s, leachate has been discharging
to a nearby creek, and surface-water sampling
taken from this creek has revealed low
concentrations of VOCs, PCBs, and metals. In a
1985 ROD, EPA determined that a leachate
collection system was needed to prevent further
ground-water contamination. This ROD, the
second and final operable unit, further
characterizes ground-water quality via long-term
monitoring to ensure that existing measures are
protective of human health and the environment.
The primary contaminants of concern affecting the
ground water, surface water, and air are VOCs
including vinyl chloride and benzene, metals
including arsenic and lead, and methane.
The selected remedial action for this site
includes long-term monitoring of ground water,
surface water, and air emissions with possible
evaluation of additional remedial alternatives and
a ROD amendment if action levels are exceeded;
further upgrade of the site cap and possible
relocation of a nearby creek; installation and
operation of an improved venting system with
possible air emissions treatment; continued
operation and/or maintenance of the leachate
collection and venting systems, site cap, fence, and
monitoring well network; and implementation of
institutional controls to restrict ground-water use.
The estimated present worth cost for this remedial
action is $12,155,606, which includes annual O&M
costs of $174,500.
Performance Standards or Goals
SDWA MCLs and State Public and Food
Processing Standards are considered ARARs for
off-site ground-water quality. If off-site ground
water exceeds an MCL or a 10"5 cumulative
cancer-risk level for lifetime drinking water usage
(excluding arsenic and vinyl chloride) and the
representative background concentrations,
additional investigations will be performed,
possibly resulting in a ROD amendment. The
leachate collection system will continue to operate
until action levels are established and attained.
Air emissions will be controlled and treated if the
incremental risk to nearby residents is greater than
10"6 lifetime exposure.
Institutional Controls
Institutional controls will be implemented to
restrict the use of ground water from the shallow
aquifer.
252
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Progress Toward Implementing SUPERFVND
Fiscal Year 1989
NPLRanfc 905
WAUSAU GROUND WATER CONTAMINATION, WI
First Remedial Action
December 23,1988
The Wausau Ground Water Contamination
site, also known as the Wausau Water Supply site,
encompasses an area in the northern section of the
City of Wausau, Marathon County, Wisconsin.
The site contains five of six production wells in the
City Well Field and is located on both sides of the
Wisconsin River. Production wells CW6, CW7,
and CW9 are located in a predominantly
residential area on the west side of the river and
are collectively referred to as the West Well Field.
The remaining two wells, CW3 and CW4, are
located in a predominantly industrial section of the
city on the east side of the river and are referred
to as the East Well Field. The wells supply nearly
all the potable water for approximately 33,000
people, as well as irrigation and industrial water to
surrounding areas. In 1982, the city discovered
that wells CW3, CW4, and CW6 were
contaminated with VOCs. Since that time, several
systems have been implemented to reduce VOC
levels in the water supply. Initially,
uncontaminated water from CW9 and CW7 was
blended with water from CW3, CW4, and CW6 to
dilute the VOC concentrations. However,
increasing VOC concentrations resulted in
regulatory limits being exceeded. In 1983, EPA
granted funds to help design and install a packed
tower VOC stripper, and in June 1984 installed a
granular activated carbon (GAC) treatment system
on CW6 in response to a continued increase in
VOC concentration. CW6 previously had been
pumped and discharged directly into Bos Creek to
block the contaminated plume from reaching CW7
and CW9 to the north, but this resulted in surface-
water and sediment contamination in Bos Creek.
Water from CW6, CW3, and CW4 has been
pumped to the city water treatment plant following
the installation of VOC stripper towers at the
plant during the summer and fall of 1984.
However, there is a significant risk of plume
migration because CW6 remains the sole
interceptor well blocking contamination of the
remaining West Well Field. Currently, the city
continues to blend treated water with water from
uncontaminated supply wells to ensure low VOC
levels in its water supply. The scope of this
expedited operable unit is limited to the
contaminant plume affecting CW6 in the West
Well Field. The primary contaminants of concern
affecting the West Well Field at the site are VOCs
including TCE.
The selected remedial action for this site
includes ground-water pumping and treatment
using air stripping with discharge to the Wisconsin
River, ground-water monitoring, and provision for
implementation of an additional extraction well as
necessary. The estimated present worth cost for
this remedial action is $750,000 with estimated
annual O&M costs of $105,000 for year one and
$81,000 for subsequent years.
Performance Standards or Goals
Remedy addresses plume management
through pumping and treatment of ground water.
Effluent levels to be determined by the state will
satisfy the Best Available Technology requirements
of the CWA.
Institutional Controls
Not applicable.
253
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 905
WAUSAU GROUND WATER CONTAMINATION, WI
Second Remedial Action - Final
September 29, 1989
The Wausau Ground Water Contamination
site, also known as the Wausau Water Supply site,
is in Wausau, Marathon County, Wisconsin. The
site includes six city ground-water production wells
along the east and west sides of the Wisconsin
River. These wells supply drinking water to 33,000
people and are used for industry in the area.
Three primary source areas of ground-water
contamination have been identified: a municipal
landfill, the Wausau Chemical Company, and the
Wausau Energy Company. The landfill, which is
on the west side of the site, operated from 1948 to
1955 and accepted almost all commercial,
industrial, and residential waste generated within
Wausau. The landfill appears to be the
predominant source of TCE contamination in the
underlying aquifer. On the east side of the river
the Wausau Chemical and Wausau Energy
companies are suspected sources of soil and
ground-water contamination due to spills from past
operations. Wausau Chemical, a bulk solvent
distributer, was responsible for spilling 1,000
gallons of PCE-contaminated waste in 1983 alone.
Wausau Energy, a petroleum bulk storage and
disposal center, has reportedly contaminated soil
and ground water with petroleum by-products. To
provide sufficient water of acceptable quality, EPA
temporarily installed a granular activated carbon
treatment system on one well in 1984 and VOC
stripping towers at the municipal water treatment
plant to treat water from two contaminated wells.
The city has been blending treated water with
uncontaminated water to reduce VOC levels. As
an interim remedy, EPA signed a 1989 ROD
implementing ground-water contamination
controls, which included pumping and treatment at
one of the landfill source areas followed by
discharge into the Wisconsin River, to prevent the
contaminant plume from migrating to the source
of the river. The primary contaminants of concern
affecting the soil and ground water are VOCs
including PCE and TCE.
The selected remedial action for this site
includes treating contaminated soil using an in situ
soil vapor extraction (SVE) system and treating
gases emitted from the SVE system using vapor
phase carbon filters, and continued pumping and
treatment of ground water using existing air
strippers with modified pumpage rates. The
estimated present worth cost for this remedial
action is $738,000, which includes present worth
O&M costs of $482,000.
Performance Standards or Goals
Performance goals for this remedial action are
based on the state ground water standards which
include PCE 1.0 ug/1 and TCE 1.8 ug/1.
Institutional Controls
Not applicable.
254
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 812
ENTERPRISES, INO, IN
First Remedial Action - Final
June 30,1989
The 0.75-acre Wedzeb Enterprises, Inc. site is
located in Lebanon, Indiana, in a mixed residential
and light industry neighborhood. About 300
houses are located within 500 feet of the site
perimeter. Originally, two warehouses, one of
which was used as a storage facility for electrical
capacitors and transformers containing
polychlorinated biphenyls (PCBs), were located on
site. In May 1981, the warehouse used for storage
was completely destroyed by fire, raising concerns
about the release of PCBs into the environment
and the potential formation of new compounds
such as dioxins and furans. The warehouse
contained an estimated 77 tons of electrical
capacitors at the time, some of which exploded
during the fire. In October 1987, EPA completed
a removal action removing on-site debris and
contaminated soil and replacing it with clean fill.
The remediation of the sanitary sewer sediment in
this action serves as a cautionary measure because
contaminants may have been washed into the sewer
lines during the fire, providing a source of
long-term contaminant release to the Lebanon
publicly owned treatment works (POTW). The
primary contaminants of concern affecting the
sewer sediment are organics including PCBs.
The selected remedial action for this site
includes cleaning the sewer lines with hydraulic jets
and vacuum pumping to remove contaminants,
followed by filtering the resulting water and
sediment to remove PCB-contaminated sediment,
and discharging the water to the POTW; offsite
incineration and disposal of the estimated two
drums of sediment and 20 drums of remedial
investigation generated waste if PCB levels are 50
mg/kg or greater, or off-site disposal only if PCB
levels are below 50 mg/kg; and a television
inspection of the pipeline to ensure structural
integrity. The estimated present worth cost for
this remedial action is $45,000; there are no O&M
costs.
Performance Standards or Goals
In accordance with health-based guidance
clean-up levels set forth in the TSCA Spill Policy,
the PCB concentration in the sewer sediment will
not exceed a 10 mg/kg level.
Institutional Controls
Not applicable.
255
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 606
WHITEHALL MUNICIPAL WELLS, MI
First Remedial Action - Final
September 29, 1989
The Whitehall Municipal Wells site is in
Whitehall, Michigan, and includes production well
three (PW3) which is the focus of this Record of
Decision. PCE has been detected in the soil and
ground water. The suspected source of the PCE is
a nearby dry-cleaning operation which leaked PCE
until the problem was corrected in 1981. In 1980,
the state identified PW3 as the source of
contamination in the municipal drinking water
supply and recommended that the city use PW3
only on an emergency basis. The state continued
to monitor the well, and until October 1988 the
city used the well only on an as-needed basis at
reduced pumping rates. Results from the remedial
investigation conducted in J988-89 revealed only
low levels of contamination in the wells; no
contaminant exceeded MCLs or MCLGs. In
September 1989, the city permanently abandoned
PW3 because of the well's poor production
capacity, and because new wells and storage
facilities built since 1980 have reduced the need for
PW3.
The selected remedial action for this site is no
further action because the findings of the remedial
investigation indicated that contaminant levels in
the site's wells do not exceed any state or federal
drinking water standards or criteria and there is no
longer a continuing source of contamination.
There are no present worth or O&M costs
associated with this remedial action.
Performance Standards or Goals
There are no applicable performance
standards for this remedial action because a
remedy of no further action was selected.
Institutional Controls
Not applicable.
256
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 496
WINDOM DUMP, MN
First Remedial Action - Final
September 29, 1989
The 11-acre Windom Dump site is a former
municipal landfill in Windom, Cottonwood County,
Minnesota. Land use in the vicinity of the site
includes residential areas and commercial,
industrial, and agricultural operations. City water
supply wells northwest of the site lie downgradient
of the landfill. Landfilling operations began in the
1930s and continued until 1974. During this
period, paint sludges from a large manufacturing
operation were disposed of along with municipal
refuse, resulting in low levels of toxic substances
contaminating an underlying aquifer that is used as
a water supply. The primary contaminants of
concern affecting the ground water are VOCs
including benzene, PCE, and TCE, metals
including arsenic, and other inorganics.
The selected remedial action for this site
includes grading and capping the fill area with a
two foot clay cap overlain by one foot of granular
material, topsoil, and new vegetation; modifying
the existing municipal water plant by installing
additional aeration nozzles and structure venting;
and ground-water monitoring. In the event that
allowable contaminant limits are exceeded in the
monitoring wells, a contingency plan including a
ground-water pump and treatment system will be
implemented. The estimated present worth cost
for this remedial action is $865,000, which includes
an annual O&M cost of $5,700 for 30 years.
Performance Standards or Goals
The municipal water treatment system will
remove VOCs and maintain a 10"5 lifetime excess
cancer risk and contaminant concentrations less
than SDWA MCLs. Ground water will be pumped
and treated if the ground water exceeds any single
allowable contaminant limit. Specific intervention
limits are based on state solid waste management
rules and include TCE 7.8 ug/1, PCE 1.7 ug/1,
benzene 3.0 ug/1, and arsenic 12.5 ug/1.
Institutional Controls
Not applicable.
257
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
REGION 6
(Arkansas, Louisiana, New Mexico, Oklahoma, Texas)
NPLRanfc 663
HOMESTAKE MINING CO., NM
First Remedial Action - Final
September 27, 1989
The Homestake Mining Co. (HMC) site
consists of a uranium processing mill and two
tailings embankments in Cibola County, New
Mexico, about six miles north of Milan. The
tailings embankments contain a combined total of
22 million tons of tailings material covering 225
acres. Four housing subdivisions are south and
southwest of the mill with the nearest residence
approximately 0.6 mile from the tailings
embankments. In 1983, elevated levels of selenium
were found in off-site ground water prompting
EPA to require HMC, under a consent agreement,
to supply municipal water to residents in the
subdivision south of the mill. Furthermore, HMC
implemented an aquifer protection and restoration
program including ground-water
injection/collection efforts at the site, which was
subsequently formalized, modified and approved
pursuant to requirements of the state. The
restoration program continued to operate and has
been largely successful in on-site containment of
tailings seepage. This ROD addresses possible
radon releases from the uranium mill operations
into residential subdivisions. From 1987 to 1989,
HMC, under an Administrative Order on Consent,
conducted an investigation as to whether radon
associated with the uranium mill tailings operation
might be influencing outdoor and indoor radon
levels in the subdivisions. Based on the results of
HMC's investigation, EPA has determined that the
uranium mill and tailings embankments at the site
are not contributing significantly to off-site
subdivision radon contamination and that it does
not have authority under CERCLA to address
radon levels due to natural soil concentrations. In
June 1986, the Nuclear Regulatory Commission
(NRC) resumed jurisdiction over uranium mills in
the state and issued HMC a radioactive materials
license. NRC intends to close the site pursuant to
their regulations and will coordinate their
requirements with EPA.
The selected remedial action for this site is no
further action for the Radon Operable Unit.
However, EPA is recommending radon reduction
techniques to residents having elevated indoor
radon levels.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
258
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRanfc 27
MOTCO, INC., TX
Second Remedial Action - Final
September 27, 1989
The 11-acre Motco, Inc. site is in La Marque,
Galveston County, Texas. The site is on the Gulf
Coastal Plain at the edge of a coastal marsh system
and is within the 100-year tidal floodplain.
Significant site features include seven unlined pits
which have a total surface area of 4.6 acres and
contain surface water, organic liquids, and various
sludges, tars, and other solids. The pits were used
by a styrene tar recycling business which operated
from 1959 to 1961, and by an industrial chemical
waste disposal facility from 1961 to 1968. EPA
conducted three emergency response actions
between 1981 to 1983 to treat and discharge excess
pit surface water collected in dikes that were
constructed by the Coast Guard in 1980. In 1984,
an initial remedial measure (IRM) was conducted
by EPA and included removal and off-site disposal
of wastes from nine above ground storage tanks.
The first operable unit for the site was issued in
1985 and dealt with source control measures
including excavation of the on-site waste pits,
which contained 12 million gallons of
contaminated water and organic liquids, down to
the sludge/soil interface plus one foot, and
incineration of those wastes. This ROD represents
the second and final operable unit, management of
migration, for the site and addresses the subsurface
beneath the waste pits and off-site contamination
of the ground water, soil, and sediment. Ground
water at the site is found in a transmissive zone
and the underlying Upper Chicot aquifer. The
primary contaminants of concern affecting the soil,
sediment, and ground water are VOCs including
benzene, other organics including PAHs, and
metals including arsenic, chromium, and lead.
The selected remedial action for the site
includes extraction and on-site treatment by best
available technology (BAT) of contaminated
shallow and deep ground water; extraction and
incineration of approximately one to two million
gallons of dense, non-aqueous phase organic
liquids; installation of a ground-water gradient to
impede further contaminant migration from
shallow to deep ground water; implementation of
ground-water compliance monitoring of the
shallow and deep ground-water aquifers which
would trigger more aggressive removal operations
if indicator compounds exceed one-half MCL or a
10"6 risk level; excavation, consolidation, and on-
site containment and capping of approximately
140,000 cubic yards of contaminated surface soil
and sediment to a maximum depth of four feet;
and implementation of deed restrictions and
installation of additional fences around the site.
The estimated total present worth cost for the
selected remedy is $8,810,000, which includes an
annual O&M cost of $453,000.
Performance Standards or Goals
Treatment of ground water using best
available technology is expected to meet federal
and state discharge standards; if discharge
standards are not met, ground water will be sent to
a wastewater treatment plant. Clean-up goals for
the Upper Chicot Aquifer are SDWA MCLs or a
10"6 cancer risk level. Treatment of shallow,
transmissive zone ground water will be to health-
based numbers (HBNs), including total allowable
for all PAHs 0.0028 ug/l. Soil/sediment excavation
will be determined by a 10"6 risk level.
Institutional Controls
Deed restrictions will be implemented to
prohibit land development.
259
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 920
PESSES CHEMICAL CO., TX
First Remedial Action - Final
December 22, 1988
The 4.2-acre Pesses Chemical Company site is
located in Tarrant County, Ft. Worth, Texas. The
site is situated in a light industrial and commercial
area with approximately 19,500 people estimated to
reside or work within a one-mile radius. The site
is divided into two sections. The northern section
is fenced and includes an occupied office building
and brick warehouse as well as the former
operations area composed of a metal warehouse,
various equipment, a bag house, a storage yard,
and two underground sumps. The southern
portion contains the abandoned south field. In
June 1979, the Pesses Company began operations
to reclaim cadmium and nickel from dry-cell
batteries and metal sludges without required
construction of operation permits. During July
and August 1979, excessive cadmium emissions
were investigated by both the city and state air
pollution control offices. After operations began
again, cadmium emissions were measured as high
as 2,900 percent above permit limits. In January
1981, the parent company declared bankruptcy and
site operations were discontinued. In March 1983,
a grass fire at the site resulted in toxic cadmium
oxide fumes which hospitalized a firefighter.
Approximately 1,500 deteriorating drums remained
on site with heavy metal sludges, power, and empty
battery cases. Consequently, in April 1983, EPA
removed 3,400 cubic yards of soil, drummed
material, and debris from the site and installed a
clay cap in the south storage yard to prevent
exposure to contaminated soil. Heavy metals
contamination of airborne dust and surface-water
runoff are the main potential threats at the site.
In addition to soil contamination, two sumps in
the southern portion contain 1,914 gallons of
liquid contaminated with metals and 16.6 cubic
yards of sludge contaminated with cadmium and
nickel. Furthermore, limited off-site sedmium
contamination of soil exists. The primary
contaminants of concern affecting the soil,
building, equipment, and debris are metals
including lead.
The selected remedial action for this site
includes the following: consolidation of wastes and
contaminated off-site soil with incorporation into
on-site soil, followed by in situ stabilization and
installation of a concrete cap around the fenced
portion of the site and a RCRA clay cap placed in
the south field; decontamination of metal
warehouse and equipment with resultant solid
wastes combined with the soil remediation and
wastes treated and discharged into the sewer
system; off-site disposal of drums and debris as
well as equipment which cannot be adequately
cleaned and water above discharge requirements;
and cleaning and sealing of sumps. The estimated
capital cost for this remedial action is $1,100,000
with annual O&M of $7,000.
Performance Standards or Goals
Target soil action levels are cadmium 15 mg/1
and nickel 100 mg/1 based on a 10"6 carcinogenic-
risk level.
Institutional Controls
Not applicable.
260
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 866
SHERIDAN DISPOSAL SERVICES, TX
First Remedial Action
December 29, 1988
The 110-acre Sheridan Disposal Services site is
approximately nine miles northwest of the city of
Hempstead in Waller County, Texas. The site is
located on the 100-year floodplain of the Brazos
River and is bordered by a lake to the south,
farmland, and a community of 20 residences to the
north. The Evangeline aquifer, which runs under
the site, is used to meet the drinking water needs
of several communities nearby. Sheridan Disposal
Services operated as a commercial waste disposal
facility from about 1958 to 1984 using steam
distillation, open burning, incineration, and direct
disposal into a waste lagoon to dispose of various
organic and inorganic chemical and solid wastes.
The site includes a 12 to 22-acre lagoon, a 17-acre
dike surrounding the lagoon, a 42-acre
evaporation/land irrigation system, and an
incinerator and nine waste storage and treatment
tanks located on the lagoon dikes. The primary
contaminants of concern affecting the soil and
sludge are VOCs including benzene and toluene,
and other organics including PCBs.
The selected remedial action for the site
includes excavation of all material with PCB
concentrations greater than 25 mg/kg including
13,000 cubic yards of pond and dike soil, 31,000
cubic yards of pond sludge, and 300 cubic yards of
floating oil and emulsion in the pond and storage
tanks. This will be followed by on-site
biotreatment of contaminated soil, sludge, and oil
with stabilization and on-site disposal of residuals
in the pond. If PCB concentrations in the
residuals are less than 50 mg/kg, they will be
placed under a RCRA-compliant cap. Residuals
with PCB concentrations greater than 50 mg/kg
PCB will be placed in a RCRA-compliant landfill
in the pond area. In addition, the remediation
requires capping the entire pond and dike area;
decontamination and off-site disposal of tanks,
drums, and debris; treatment to best available
technology (BAT) of any contaminated wastewater
and stormwater with discharge to the river;
implementation of engineering controls to prevent
bank erosion on the river; and ground-water
monitoring. The estimated present worth cost for
this remedial action is $27,956,000, which includes
total O&M costs of $863,000.
Performance Standards or Goals
An action level for PCBs was established at
25 mg/kg based on a health-risk analysis and the
TSCA Spill Policy. Waste residuals will be
disposed of according to PCB levels.
Institutional Controls
Restrictions were implemented at the site to
prevent ground-water use and to preserve the
integrity of the cap.
261
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Progress Toward Implementing SUPERFVND
Fiscal Year 1989
NPLRank: 866
SHERIDAN DISPOSAL SERVICES, TX
Second Remedial Action - Final
September 27, 1989
The 110-acre Sheridan Disposal Services site is
nine miles northwest of Hempstead, Waller
County, Texas. Agriculture and rangeland are the
predominant land uses in the area. The site is
within the 100-year floodplain of the Brazos River.
Sheridan Disposal Services operated a commercial
waste disposal facility at the site from 1958 to
1984. The facility treated a variety of organic,
inorganic, and solid waste by stream distillation,
open burning, and incineration. Significant site
features include a lagoon which was used as a
holding pond for overflow wastes and treatment
residues, a 17-acre dike surrounding the lagoon,
and a 42-acre evaporation and land irrigation
system used for disposal of water accumulated on
the lagoon. An incinerator and a group of nine
former waste storage and treatment tanks are
situated on the lagoon dikes. A source control
ROD was issued in December 1988 and addressed
risks associated with exposure to contaminated soil
and sludge at the site. This remedial action
represents the second of two operable units for the
site and its goal is to prevent exposure to
contaminated ground water and maintain
protective levels in the river. The primary
contaminants of concern affecting the ground
water are VOCs including benzene, PCE, and
TCE, and metals including arsenic.
The selected remedial action for this site is
natural attenuation and the establishment of
Alternate Concentration Limits (ACLs) as the site
ground-water protection standards; ground-water
monitoring to ensure ACLs are not exceeded;
sampling and analysis of the Brazos River
immediately upgradient and downgradient of the
entry point of ground water into the river;
implementation of ground-water use restrictions to
ensure affected ground water is not consumed; and
the implementation of a corrective action plan if
ACLs are exceeded in the future. The estimated
present worth cost for the selected remedy is
$194,000, which is due entirely to O&M.
Performance Standards or Goals
EPA has set ACLs for contaminants detected
in the ground water to meet drinking water criteria
in the Brazos River. Chemical-specific ACL
concentrations were selected for benzene 26 mg/1,
TCE 26 mg/1, PCE 41 mg/1, and arsenic 260 mg/1.
Institutional Controls
Ground-water use at the site will be restricted
to ensure that contaminated ground water is not
consumed and that the integrity of the Brazos
River as a hydraulic barrier to ground-water flow
is maintained.
262
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 88
SOUTH VALLEY, NM
Fifth Remedial Action - Final
March 30, 1989
The South Valley/Edmunds Street site is a
portion of the South Valley Superfund site - a
large area in the southern part of the city of
Albuquerque, New Mexico. The South Valley site
surrounds a city municipal water well identified as
San Jose-6. Within this larger area are a number
of industrial properties owned and operated by
different groups and individuals. The site has been
divided into operable units to address soil and
ground-water contamination resulting from current
and historical industrial practices. The operable
units include Edmunds Street Ground Water,
Former Air Force Plant 83/GE, San Jose-6, and
the final operable unit, Edmunds Street Source
Control. Potential sources of ground-water
contamination within the Edmunds Street property
have been identified, but primary focus has been
given to a drainage pit area which receives most of
the drainage from the property. Investigations in
all of the suspected potential contaminant source
areas, however, revealed little soil contamination.
Even if further migration of contaminants to
ground water occurs, the ground-water treatment
system developed in the previous Edmunds Street
ground-water operable unit will be sufficient to
address these concerns. There are no
contaminants of concern affecting the soil at this
site.
The selected remedial response for this final
operable unit is no further action. Based on
sampling data, the soil has been determined to
contain contaminant levels below hazardous
contaminant concentration limits and poses no risk
to human health or the environment. The only
further activities anticipated at the site are
sampling of soil gases in the drainage pit area
following the ground-water remedial action, and
the precautions necessary to prevent any
disturbance of drainage pit soil during the ground-
water remediation. There are no remedial or
O&M costs associated with this operable unit.
Performance Standards or Goals
Chemical-specific standards or goals are not
applicable for this no action remedy.
Institutional Controls
Not applicable.
263
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 537
UNITED CREOSOTING CO., TX
Second Remedial Action - Final
September 29,1989
The 100-acre United Creosoting Co. site is in
Conroe, Montgomery County, Texas. The site
currently is occupied by a distributing company, a
construction company, and a residential
subdivision. From 1946 to 1972, the United
Creosoting Company operated a wood preserving
facility at the site which used PCPs and creosote in
the wood preservation process. PCP and creosote
wastes were stored in two waste ponds on the
property of the distributing company. During
1980, the county improved area roads using soil
and waste pond backfill from the site. Because
residents living near the improved roadways
experienced health problems, the county sampled
and compared leachate composition from the
affected roadways and the site and determined that
the leachate from both the site and the roadways
were contaminated with PCPs. Roadway soil was
subsequently removed and disposed of using land
farm treatment. In 1983, due to contaminated
stormwater runoff from the former waste pond
areas, the property owner was directed under terms
of an EPA Administrative Order to regrade
contaminated soil, divert surface water drainage
away from the residential portion of the site, and
cap contaminated soil. This ROD specifies a final
remedy for the contaminated soil and complements
a 1986 ROD which determined that no action is
necessary to remediate shallow ground water. The
primary contaminants of concern affecting the soil
are organics including PAHs, PCPs, and dioxins.
The selected remedial action for this site
includes excavation and on-site treatment of
94,000 cubic yards of soil containing contaminants
which exceed target action levels, using critical
fluid extraction and recycling or discharging
wastewater generated during the treatment process;
incinerating and disposing of the liquid organic
concentrate residues off site; spreading treated soil
on commercial portions of the site; backfilling
residential areas with clean fill; and air monitoring.
The estimated present worth cost for this remedial
action is $22,000,000 which includes present worth
O&M costs of $19,750,000 for 30 years.
Performance Standards or Goals
Contaminated soil will be excavated and
treated if soil exceeds established target action
levels. The target action levels vary depending on
whether the soil was excavated from the residential
or commercial portion of the site. Specific target
action levels for carcinogens in excavated soil
include PAHs 330 ug/kg for the residential area
and PAHs 40,000 ug/kg for the commercial area of
the site. Target action levels for dioxins and furans
in excavated soil are based on 2,3,7,8-TCDD 1
ug/kg for the residential area and 2,3,7,8-TCDD 20
ug/kg for the commercial area. Specific target
action levels for noncarcinogens include PAHs
2,000 mg/kg and PCP 150 mg/kg.
Institutional Controls
Not applicable.
264
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 7
(Iowa, Kansas, Missouri, Nebraska)
NPLRank: 100
ARKANSAS CITY DUMP, KS
Second Remedial Action - Final
September 19, 1989
The 200-acre Arkansas City Dump site, in
Arkansas City, Cowley County, Kansas, abuts a
levee to the west and south which separates the
site from the Arkansas River. Between 1916 and
1927, an oil refinery was operated on site
processing between 6,000 and 12,000 barrels of oil
per day. After an explosion destroyed the refinery
in 1927, the site was used as a municipal landfill.
The refinery treated petroleum fractions with
sulfuric acid to improve color and to remove
asphaltenes, parafins, and resinous substances,
generating acid sludge waste in the process. The
sludge waste was disposed of on site in earthen pits
in the north waste area and remediation of this
area was addressed in a 1988 Record of Decision
(ROD), as operable unit one. The second and
final operable unit addresses the remainder of the
site, which contains subsurface petroleum
contaminants trapped in the soil below the water
table as a result of petroleum spills. Results from
remedial investigations revealed only low levels of
soil and ground-water contamination due to on-site
disposal of municipal wastes. These contaminants,
however, are not being released in significant
concentrations and do not pose a significant threat
to human health or the environment.
The selected remedial action for this site is no
further action. Because EPA lacks jurisdiction or
authority under CERCLA/SARA to undertake
remedial action for petroleum-related contaminant
releases, no further action will be taken under the
Superfund program. There are no costs associated
with this no action remedy.
Performance Standards or Goals
Not applicable.
Institutional Controls
Not applicable.
265
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 4
CHEMPLEX CO., IA
First Remedial Action
September 27,1989
The Chemplex Co. site is in Clinton County
within five miles of Clinton, Iowa, and includes a
landfill, a wastewater treatment plant, and an
adjacent facility which manufacturers high and low
density polyethylene. Several residences with
private wells are located around the site and a
tributary to Rock Creek lies to the west and
southwest of the site. Rock Creek eventually
discharges to the Mississippi River just above the
Upper Mississippi River Wildlife Refuge. The
direction of ground-water flow beneath the site
appears to be toward the southwest, although a
mounding effect is causing ground water to flow
radially from the center of the landfill. From 1968
to 1978, the landfill area was used for disposal of
various plant wastes including black oily sludge,
scrap polyethylene, construction debris, and
carbonate sludge. The debutanized aromatic
concentrate (DAC) area, which consists of a pit
and DAC product storage and loading areas, was
contaminated by DAC spillage. In 1987, waste was
reportedly removed from the pit and disposed of in
a RCRA-permitted landfill. Wastes and spills have
contaminated the soil and ground water
underneath the landfill and DAC areas. This first
operable unit will address the plumes of ground-
water contamination. A subsequent operable unit
remedy for this site will address the cleanup of soil
and other ground-water remediation that may be
required. The primary contaminants of concern
affecting the ground water are VOCs including
benzene, toluene, xylenes, TCE, and PCE, and
other organics including carcinogenic and
noncarcinogenic PAHs.
The selected remedial action for this first
operable unit includes pumping and pretreatment
of ground water followed by treatment of
pretreated ground water at the existing on-site
biological activated sludge wastewater treatment
plant with discharge to the Mississippi River via
Rock Creek, and implementation of ground-water
use restrictions. The estimated present worth cost
for this remedial action is $2,622,000, which
includes an annual O&M cost of $219,600 for 30
years.
Performance Standards or Goals
Ground-water clean-up goals were derived
from Health Advisory Levels (HALs), Negligible
Risk Levels (NRLs), CWA Water Quality Criteria
(WQC) and SDWA Maximum Contaminant Levels
(MCLs). Specific goals include benzene 1.0 ug/1
(NRL), toluene 2,000 ug/1 (HAL), PCE 10 ug/1
(HAL), TCE 3.0 ug/1 (NRL), and xylene 10,000
ug/1 (MCL).
Institutional Controls
Institutional controls will be used to restrict
use of ground water until remedial actions achieve
cleanup of the contaminated ground water to
required levels. In addition, deed restrictions will
be implemented to prevent the sale of the landfill
or a change in land use without state approval.
266
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 55
CHEROKEE COUNTY, KS
Second Remedial Action - Final
September 18,1989
The Cherokee County site is a lead and zinc
mining area in the southeastern corner of Kansas.
The 25 square-mile Galena subsite is one of six
subsites within the Cherokee County site and
consists of large areas covered by mine wastes,
water-filled subsidence craters, and open mine
shafts. Many of the shafts are direct conduits to
the shallow ground-water aquifer which is the sole
source of drinking water for approximately 1,050
persons residing outside of the Galena city limits.
The approximately 3,500 Galena residents receive
their water supply from two deep aquifer wells.
EPA began investigations of the Galena subsite in
1985 and determined that the shallow ground-
water aquifer and surface water were contaminated
with elevated concentrations of metals. EPA
Region 7 responded by installing water treatment
units on several private wells. The first operable
unit for this site was signed in 1987 and provided
for the pumping of water from existing deep
aquifer wells and subsequent distribution of the
water to affected local residents through a pipeline
network. This ROD represents the second of two
operable units and addresses the threat of
contamination to the shallow ground-water aquifer
and surface water. The primary contaminants of
concern affecting the ground water and surface
water are metals including cadmium, lead, and
zinc.
The selected remedial action for this site
includes the removal, consolidation, and on-site
placement in mine pits, shafts, and subsidences of
surface mine wastes; diversion and channelization
of surface streams with recontouring and
vegetation of land surface; and investigation of
deep aquifer well quality followed by plugging all
abandoned and inactive wells and rehabilitating
active wells, if necessary. The estimated present
worth cost for this remedial action is $8,295,215,
which includes an annual O&M cost of $14,963.
Performance Standards or Goals
The selected remedy provides action levels for
the selective placement of mine wastes below
ground. Chemical-specific action levels include
lead 1,000 mg/kg, cadmium 25 mg/kg, and zinc
5,000 mg/kg.
Institutional Controls
Institutional controls will include deed
restrictions prohibiting future mining or excavation
on the affected properties.
267
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 234
DOEPKE DISPOSAL (HOLLIDAY), KS
First Remedial Action - Final
September 21, 1989
The Doepke Disposal (Holliday) site is an
inactive industrial-waste landfill located east of
Holliday, Johnson County, Kansas. The 80-acre
site is within 500 feet of the Kansas River and lies
upstream of the well field and Kansas River water
intakes that supply water to approximately 200,000
county residents. Additional features bordering
the site include an inactive landfill and an active
landfill. During the 1950s and early 1960s, the site
was used as a landfill for residential refuse. In
1963, Doepke Disposal Service, Inc. leased the
property and operated a commercial and industrial
waste landfill until 1970, when the state shut down
the operation. Materials such as fiberglass,
fiberglass resins, paint sludges, spent solvents,
metal sludges, soaps, and pesticides were
reportedly disposed of at the landfill. In 1966, fire
debris and up to 374 drums of solvents and
organochlorine and organophosphate pesticides
were disposed of at the site as a result of a fire at
a Kansas City chemical plant. Initially, wastes and
residues brought to the site were burned, however,
in the late 1960s burning operations ceased and
solid wastes were buried on site and liquids were
disposed of in two surface impoundments. In
1977, rock material excavated during the
construction of an interstate was dumped on site
and in some cases over the deposited waste. The
current owner uses portions of the site for storage
of clay, crushed shales, and crushed limestone.
The primary contaminants of concern affecting the
soil and ground water are VOCs including
benzene, toluene, and xylene, other organics
including PAHs, PCBs, and pesticides, and metals
including chromium and lead.
The selected remedial action for this site
includes removal and off-site treatment of
approximately 96,000 gallons of liquids currently
ponded underground in former surface
impoundments; construction of a multilayer cap
over the majority of the waste disposal area;
collection of ground-water seepage and off-site
treatment at a POTW, as necessary; ground-water
monitoring; and implementation of deed and
access restrictions. The estimated present worth
cost for this remedial action is $5,970,000, which
includes an estimated annual O&M cost of
$107,000 for 30 years.
Performance Standards or Goals
No clean-up criteria were established for soil
because soil is going to be capped. Ground-water
standards for ground-water seepage treatment
and/or discharge were based on federal water
quality criteria for protection of aquatic life and
state water quality standards and were determined
for four metals and five organic pesticides.
Institutional Controls
Deed and site access restrictions will
implemented as part of this remedial action.
be
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 10
FDMDE1T CORP., MO
First Remedial Action
December 28, 1988
The Findett Corp. site is located just north of
the city of St. Charles, in St. Charles County,
east-central Missouri. The site lies 3.2 miles south
of the Mississippi River and is within the
floodplain. Land use in the site vicinity is
primarily agricultural, but also includes a small
industrial park containing Findett Corporation,
Cadmus Corporation, and several other
commercial and light industrial establishments. In
addition, there are several residences within
approximately 1,000 feet northeast and 1,500 feet
south of the site. The Elm Point Wellfield, the
primary drinking water supply for St. Charles, is
located 1,800 feet northeast of the site. Until
1980, Findett Corporation reclaimed heat transfer
fluids or oils, some of which contained PCBs, and
received waste solvents for reclamation or
recycling. Subsequently, Findett has custom
blended or manufactured organic chemicals for
other companies. The Findett site originally came
to EPA's attention when Findett Corporation
reported handling PCBs at the site. There is PCB-
contaminated soil at the Findett facility as well as
at the adjacent Cadmus Corporation facility. The
Elm Point Well Field is also at risk of
contamination by releases from the site. Findett
conducted several voluntary PCB soil cleanups
pursuant to EPA Administrative Orders in 1981
and 1982; however, PCBs as well as VOCs remain
in the soil in concentrations above recommended
levels. In addition, ground-water investigations
revealed substantial VOC contamination in the
shallow aquifer near the contaminant sources and
in the deep aquifer tapped by the nearby well field
as a drinking water source. The primary
contaminants of concern affecting the soil and
ground water are VOCs, and other organics
including PCBs.
The selected remedial action for this site
includes on-site ground-water pumping and
treatment using air stripping with discharge to the
publicly owned treatment works (POTW), and
excavation of contaminated soil with either off-site
disposal or treatment. The estimated present
worth cost for this remedial action is $8,306,000
with annual O&M cost of $398,000.
Performance Standards or Goals
Contaminated soil will be removed and either
disposed of off site or treated. Ground water will
be treated to remove organic contaminants before
it is discharged to the sewage treatment plant.
Individual contaminant goals were not provided for
either soil or ground water.
Institutional Controls
Not applicable.
269
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 386
HASTINGS GROUND WATER
CONTAMINATION, NE
First Remedial Action
September 26, 1989
The Hastings Ground Water Contamination
site is a contaminated aquifer in the vicinity of the
city of Hastings, Adams County, Nebraska. The
site consists of several source areas, referred to as
subsites, contaminated with various chlorinated
volatile industrial chemicals. This ROD addresses
the Well Number Three subsite which consists of
a ground-water plume contaminated with carbon
tetrachloride emanating from a former grain
storage facility. The state first identified volatile
organic contamination in Well Number Three in
1983. Between 1986 and 1989, EPA conducted a
field investigation which identified the grain
storage area as the source of ground-water
contamination, probably resulting from accidental
spills of liquid fumigants used during grain storage.
This interim source control operable unit was
developed to reduce the migration and volume of
volatile contaminants present in the soil. The
primary contaminants of concern in the soil which
impact the ground water are VOCs including
carbon tetrachloride and chloroform.
The selected remedial action for this site
includes utilization of in situ soil vapor extraction
to remove approximately 400 pounds of VOCs
from the soil; treatment of vapor emissions by a
vapor phase granular activated carbon system; and
replacement of spent granulated activated carbon
filters followed by off-site disposal at an approved
treatment facility for regeneration or incineration.
The estimated capital cost for this remedial action
is $874,000 with an annual O&M of $154,000.
Performance Standards or Goals
This interim source control action is not
designed to restore the aquifer to drinking water
standards; therefore, no clean-up levels have been
established for ground water at this time. Clean-
up effectiveness will be based on the volume of
volatile contaminants recovered from the soil. It
is estimated that the soil vapor extraction method
will recover approximately 400 pounds of VOCs.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 571
JOHNS' SLUDGE POND, KS
First Remedial Action - Final
September 22, 1989
The Johns' Sludge Pond site is in a relatively
undeveloped area in the city of Wichita, Sedgwick
County, Kansas. The 0.5-acre site, which lies
within the 500-year floodplain of the nearby Little
Arkansas River, neighbors a large rail yard, an
interstate highway, a large borrow pit, and farm
land. The city of Wichita owns approximately one
third of the site as a result of condemnation for
highway drainage. During the 1950s and 1960s, the
Super Refined Oil Company used the sludge pond
for the disposal of waste oil and up to 15,000 cubic
yards of oily sludge generated by the oil recycling
and reclamation operation. Because sulfuric acid
was used to refine waste oil for recycling, the
wastes dumped into the pond were very acidic.
Additionally, high lead concentrations and low
PCB concentrations (less than 50 ppm) were also
detected in the sludge. As surface water flowed
into the pond, an extremely acidic layer of water
formed on top of the sludge which often
overflowed into nearby surface waters. The city
subsequently built berms to prevent further surface
runoff. In 1983, EPA ordered the city to
undertake interim clean-up activities which
consisted of excavating and solidifying the sludge
using cement kiln dust with redeposition of the
treated sludge into a compacted clay-lined cell
followed by capping using a compacted clay cap.
Surface- and ground-water monitoring following
the interim action have not detected any
contaminant levels that would require further
action.
The selected remedial action for this site
includes a no further action scenario. Previous
interim remedial activities were adequate to
protect human health and the environment. There
are no costs associated with this no action remedy.
The city will continue to provide post-closure
maintenance. The county will continue to provide
post-closure monitoring.
Performance Standards or Goals
Land use controls, in deed restrictions, have
been instituted preventing or controlling future site
uses which could damage the effectiveness of the
remedy.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfo 687
KEM-PEST LABORATORIES, MO
First Remedial Action
September 29, 1989
The Kern-Pest Laboratories site is a former
pesticide manufacturing facility approximately
three-miles northeast of Cape Girardeau, Cape
Girardeau County, Missouri. This six-acre site is
in a rural area devoted primarily to agricultural
activities. Contamination at the site resulted from
the manufacturing of pesticide products from 1965
until 1977. Production activities took place in an
on-site concrete block formulation building.
Sewage and plant wastes were disposed of in an
on-site lagoon which was backfilled with clay in
1981. EPA investigations beginning in 1981 have
identified pesticide and volatile and semi-volatile
organic contamination in soil, sediment in
drainage channels, and in ground water. This
operable unit addresses contaminated soil and
sediment. Future operable units will address
ground water and the formulation building. The
primary contaminants of concern affecting the soil
and sediment are VOCs including xylenes, other
organics including organochlorine and pesticides,
and metals including arsenic.
The selected remedial action for this site
includes excavating approximately 4,050 cubic yards
of contaminated soil and sediment with off-site
disposal in a RCRA-approved commercial
hazardous waste landfill; sampling to verify that
the extent of excavation is sufficient to meet
health-based clean-up goals; and backfilling the
excavated area with clean soil and revegetating.
The estimated present worth cost for this remedial
action is $2,600,000 with no O&M required.
Performance Standards or Goals
Contaminated soil and sediment will be
excavated down to a level consistent with a 10"5
cancer risk level. Chemical-specific goals were
provided for ten pesticides and for arsenic.
Institutional Controls
Not applicable.
272
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Progress Toward Implementing SUPEBFUND
Fiscal Year 1989
NPLRank: 517
SOLID STATE CIRCUITS, INC, MO
First Remedial Action - Final
September 27, 1989
The Solid State Circuits, Inc. (SSC) site, a
former industrial and manufacturing facility, is
located in Republic, Missouri, approximately
twelve miles southwest of Springfield. The
approximately 1/2-acre site has residential areas to
the east, west, and south, and light industry and
warehousing to the north and south. The city of
Republic obtains its drinking water from three
municipal wells (two, three, and four) which draw
from the deepest of three underlying aquifers. The
site currently consists of a former manufacturing
building, two air strippers, and an excavated yard
area (from prior removal actions). Uses of the
facility since 1902 included milling, refrigeration,
printed circuit board manufacturing, and
photoprocessing, as well as other, unknown
activities. The major wastes generated appear to
have been cleaning solvents used in the circuit
board process and wastewaters from the circuit
board activities. Sampling by the state in 1982
revealed contamination with TCE in Municipal
Well Number One, 500 feet south of the site. The
SSC site was identified as a possible source.
Subsequent actions by MDNR, EPA, SSC, and the
city included pumping tests, several major soil and
debris excavations and removals (thereby
eliminating the source of contamination), and
taking Municipal Well Number One out of service.
This ROD addresses the ground-water
contamination found in all three aquifers.
Contamination was found in the ground water,
water in utilities, and air. The primary
contaminants of concern are VOCs, particularly
TCE.
The selected remedial action for this site
includes ground-water pumping and on-site
treatment using existing air strippers, discharging
the treated water to a POTW, plume control via
pumping, and BACT (as required) for air
emissions, and air and water monitoring. The
estimated present worth cost for this remedial
action is $4,629,000, which includes an annual
O&M cost of $445,300.
Performance Standards or Goals
The target for the ground-water extraction
process is a 10"6 cancer risk and a hazard indices
(HI) ratio of less than one. All ground water with
a TCE level exceeding 5 ug/1 will be remediated at
a POTW. Ground water with TCE levels above
the POTW pretreatment standard of 200 ug/1 will
be treated in the on-site air strippers before
discharge to the POTW. The POTW must meet
the state NPDES average monthly discharge limit
of TCE 2 ug/1.
Institutional Controls
City ordinances will prevent new drinking
well construction in or near the plume to prevent
ingestion of contaminated water.
273
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NFL Rank: 154
LAWRENCE TODTZ FARM, IA
First Remedial Action - Final
November 4, 1988
The 2.7-acre Dupont Impoundment at the
Todtz Farm site is part of the 12-acre parcel of
land known as the Todtz Farm Landfill, which is
located on a 120-acre farm 1.25 miles west of
Camanche, Iowa. Originally a sand and gravel
mine, the landfill received municipal waste from
1969 to 1975. In 1971, Dupont constructed the
impoundment in the northwest corner of the
landfill and disposed of an estimated 4,300 tons of
wet end cellophane process wastes from 1971 until
its closure in 1975. Impoundment wastes are
periodically in direct contact with the ground water
beneath the site, which flows southeasterly toward
the Mississippi River. Domestic wells and the
municipal water supply wells for Camanche located
downgradient of the site may be affected by
contamination from the site. In addition, several
ponds and lakes in the vicinity are potential
receptors for contaminated runoff and recharge.
The primary contaminants of concern affecting the
ground water are VOCs including toluene, carbon
disulfide, tetrahydrofuran, and benzene, and metals
including arsenic, lead, and chromium.
The selected remedial action for this site
includes installation of a soil cover over the
Dupont Impoundment; implementation of
institutional controls including deed and land use
restrictions; provision of an alternate water supply
for an affected residence by relocating an existing
well; and ground-water monitoring. EPA has
determined that further remedial actions will be
immediately implemented if ground-water trigger
levels provided in the ROD are met or exceeded.
If ground-water monitoring indicates that
contaminant levels exceed the less stringent
chemical-specific action levels provided in the
ROD, ground-water pumping and treatment will
be implemented; if the more stringent action levels
are exceeded, a treatability study of the
impoundment waste will be conducted and either
a permanent treatment remedy of the
impoundment material or a cap and slurry wall
containment system will be implemented. The
estimated present worth cost for this remedial
action is $1,030,000 with present worth O&M cost
of $510,000. If trigger levels are met or exceeded,
the estimated present worth cost of the remedy
would be $2,500,000.
Performance Standards or Goals
Not applicable unless chemical-specific action
levels (based on MCLs) provided in the ROD are
exceeded in ground-water monitoring wells.
Institutional Controls
Deed and land use restrictions will be
implemented to prevent the sale and future
development of the site without further remedial
action or consideration of impacts to public health
and the environment. Access restrictions will
include fencing.
274
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Process Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 804
VOGEL PAINT & WAX CO., IA
First Remedial Action - Final
September 20, 1989
The Vogel Paint & Wax Co. (VPW) site is an
approximately two-acre disposal area 2 miles
southwest of the town of Maurice, in Sioux
County, Iowa. Adjacent land uses are primarily
agricultural; however, several private residences are
within one-quarter mile of the site. An
intermittent stream flows through the site and
discharges to the West Branch Floyd River one
mile away. A surficial sand and gravel aquifer
underlies the site and supplies nearby private wells
and the Southern Sioux County Rural Water
System, located a mile and one half southeast of
the site. Paint sludge, resins, solvents, and other
paint manufacturing wastes were disposed of at the
site between 1971 and 1979. The disposal area is
on two acres of an 80-acre tract owned by VPW.
Liquid wastes were poured into trenches along
with filled or partially filled drums and other
debris and capped with one to two feet of soil.
VPW records indicate that approximately 43,000
gallons of aliphatic and aromatic hydrocarbons and
6,000 pounds of metals waste were buried at the
site. The disposal area was covered with clay in
1984. The primary contaminants of concern
affecting the soil and ground water are VOCs
including benzene, toluene, and xylenes, and metals
including chromium and lead.
The selected remedial action for this site
includes excavation of contaminated soil and
separation of solid and liquid wastes; on-site
bioremediation of 3,000 cubic yards of the
contaminated soil in a fully contained surface
impoundment unit, or on-site thermal treatment if
soil contains high metal content; stabilization of
treated soil, if necessary to prevent leaching of
metals, followed by disposal in the excavated area;
off-site incineration, recycling, or disposal of solid
and liquid wastes; recycling of leachate and off-site
treatment at POTW of excess leachate; ground-
water pumping and treatment using air stripping
with discharge of treated water to a nearby stream;
and ground-water and air monitoring. VOC
emissions to the atmosphere from both the soil
and ground-water clean-up actions will be
controlled by carbon adsorption, if necessary. The
estimated present worth cost for this remedial
action is $1,851,000 which includes an annual
O&M cost of $54,600.
Performance Standards or Goals
Soil treatment will achieve leaching standards
and ground water will be treated to health-based
levels. Ground-water clean-up goals are based on
SDWA MCLs/MCLGs or state action levels.
Specific ground-water clean-up levels include
benzene 0.001 mg/1 (state), toluene 2.0 mg/1
(MCLG), xylenes 10.0 mg/1 (MCLG), chromium
0.10 mg/1 (MCL), and lead 0.005 mg/1 (MCLG).
Institutional Controls
Not applicable.
275
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 8
(Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming)
Group: 11
BURLINGTON NORTHERN RAILROAD
(SOMERS TIE-TREATING PLANT), MT
First Remedial Action - Final
September 27, 1989
The 80-acre Burlington Northern Railroad
(Somers Tie-Treating Plant) site is a former
railroad tie treatment facility in Somers, Flathead
County, Montana. Residential areas border the
site on three sides and wetlands are located along
Flathead Lake, 1,200 feet to the east, and in a
slough area adjacent to the plant. Flathead Lake
is currently the source of the Somers municipal
drinking water supply. Burlington Northern
operated the treatment plant from 1901 to 1986
and generated wastewater primarily consisting of
stream condensate containing zinc chloride and
creosote which was discharged to a lagoon south of
the treatment building. Overflow from the lagoon
flowed through an open drainage ditch to a pond
which formed in a swamp area adjacent to the
ditch, and eventually into the lake. Contaminated
soil and sediment areas in addition to the drainage
ditch, swamp pond, and lagoon include a drippage
area along the railroad tracks where treated ties
were removed from the treatment building, a
slough area where treated ties were stored, and a
beach area extending into Flathead Lake. Ground
water in the vicinity of the lagoon and the swamp
pond is also contaminated. In May 1985, EPA
performed an emergency removal action and
removed approximately 3,000 cubic yards of
contaminated soil and 100,000 gallons of
contaminated water from the swamp pond and
drainage ditch areas. The excavated areas were
backfilled and covered, and excavated soil was
transferred to an off-site RCRA-regulated facility
to await treatment. Contaminated water was
treated on-site to recover usable materials. The
primary contaminants of concern affecting the soil,
sediment, and ground water are organics including
creosote constituents such as PAHs and phenols,
and metals including zinc.
The selected remedial action for this site
includes excavation and on-site biological
treatment of 11,700 cubic yards of contaminated
soil and sediment from all source areas except the
beach area; on-site restoration or replacement of
wetlands areas; installation and operation of an
innovative hot water flushing system and a water
treatment system using ozone/uv or peroxide/uv in
the lagoon and swamp pond areas to treat creosote
contaminated ground water, and in situ biological
treatment to degrade residual contaminants in the
ground water and contaminants adsorbed onto the
aquifer matrix; ground water will be reinjected or
discharged to a POTW; ground-water monitoring;
and implementation of temporary institutional
controls to restrict ground-water use. The
estimated total present worth cost for this remedial
action is $12,031,000, which includes an annual
O&M cost of $661,000 for years one to two,
$811,000 for years three to ten, and $72,000 for
years eleven to thirty. The present worth cost
includes remediation of beach sediment. Under
the selected action, beach sediment are left in
place. Reducing this cost by a volume ratio gives
approximately $11,000,000.
Performance Standards or Goals
Soil exceeding concentrations of cPAHs 3.6
mg/kg, total PAHs 1,875 mg/kg, zinc 15,750 mg/kg,
or total phenols 3,000 mg/kg will be excavated.
The established excavation levels for total cPAHs
in soil is based on a 10"5 risk level. The initial soil
treatment goal is based on a 10"4 risk level and will
be achieved by reducing total cPAHs to 36 mg/kg
(BDAT level). Treatment will be continued until
the decrease in total PAHs has been less than 20
percent per year or background levels have been
reached. The goal of the continued treatment is a
risk level of 10'6. Chemical-specific ground-water
clean-up goals are based on the risk assessment,
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Progress Toward Implementing SUPERFVND Fiscal Year 1989
CWA water quality criteria, and SDWA MCLs Institutional Controls
and include cPAHs 0.03 ug/1 (WQC), total PAHs
0.30 ug/1 (10~5 risk-based level), phenol 2,500 ug/1 Institutional controls will be designed to
(WQC), benzene 5 ug/1 (MCL), and zinc 110 ug/1 prohibit construction of new wells downgradient
(WQC). from the contaminated aquifer until ground-water
quality returns to acceptable levels.
277
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfo 528
LIBBY GROUND WATER CONTAMINATION, MT
Second Remedial Action
December 30, 1988
The Libby Ground Water Contamination site
(also known as the Champion Mill site or the
Libby Pesticide site) is on the Champion
International Corporation lumber and plywood
mill in the city of Libby, Lincoln County, Montana.
Champion is the third owner of the facility, which
has been in operation since 1946. The area around
the site includes residential areas and businesses.
The site is bordered on the west by Flower Creek,
on the east by Libby Creek, and on the north by
the Kootenai River. The city and surrounding
areas have a population of approximately 11,000.
The contaminated soil/ source area is within the
confines of the facility; however, ground-water
contamination extends well into the city of Libby.
Wood treating fluids and their constituents,
including creosote and PCP, are the contaminants
of concern at the site. They are found in soil and
sediment at several different locations, including
former waste pits, tank storage areas, and butt dip
and treatment sites. The contamination is the
result of spent fluids, overflow of treatment tanks,
and spills. In addition to creosote and PCP,
certain carrier fuels or oils were used at the site
and contributed VOC contaminants. Investigations
at the site were initiated by the state in 1979 after
a residential well was found to smell of creosote.
A ROD signed in September 1986 provided an
alternate water source to residents whose wells
were contaminated. The site has been divided into
three operable units; however, they require
concurrent remediation. The operable units are
the soil/source area within the confines of the
facility; the upper aquifer, historically used for
drinking water and irrigation but currently severely
contaminated; and the lower aquifer, highly
contaminated with oil and non-aqueous phase
liquids (NAPL). The primary contaminants of
concern affecting the soil, sediment, and ground
water at the site are VOCs including benzene,
other organics including dioxin, PAHs (creosote
constituents), PCP, metals including arsenic, and
oil.
The selected remedial actions for this site have
been developed based on operable units. The
selected remedial action for the soil/source area
includes excavation and consolidation of
approximately 30,000 cubic yards of unsaturated
soil and debris in the waste pit area, followed by a
two-step enhanced biodegradation process
composed of enhanced natural biodegradation and
subsequent transfer to a land treatment unit
consisting of a 3.5-acre lined treatment cell for
land farming and final deposition; in situ
bioremediation treatment of saturated soil in the
waste disposal pit using a closed loop system
involving ground-water pumping and physical
treatment in a fixed-bed bioreactor with reinjection
through a rock percolation bed, and in-situ
biodegradation stimulation to prevent further
leaching of source material to ground water
(recovered NAPL will be processed in an oil/water
separation and stored on site for recycling and
incineration); and capping of the waste pit, butt
dip, and tank farm areas. The selected remedial
action for the upper aquifer includes in situ
ground-water bioremediation of the upper aquifer
that is separate from the process used in the
saturated zone of the waste pit area. The selected
remedial action for the lower aquifer includes
implementation of a pilot test for the oil-
contaminated lower aquifer using biorestoration in
conjunction with oil recovery and oil dispersion
techniques (this is an interim remedy for the lower
aquifer); implementation of institutional controls
including deed, land use, and ground-water
restrictions; and on-site ground-water monitoring.
The estimated present worth cost of this remedial
action is $5,777,000 with annual O&M of $670,200
for year two, $521,200 for years three to five,
$232,200 for years six to eight, and $80,000 for
nine to thirty.
Performance Standards or Goals
Treatment of soil and debris will attain total
cPAHs 88 mg/kg based on a 10"5 risk level;
napthalene 8.0 mg/kg, phenanthrene 8.0 mg/kg,
pyrene 7.3 mg/kg, and PCP 37.0 mg/kg all based on
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best demonstrated available technology (BOAT) Institutional Controls
concentrations; and combined chlorinated dibenzo
dioxins and dibenzo furans 0.001 mg/kg. Saturated Remedy will implement deed, land use, and
zone (i.e., ground water below the waste pit area) ground-water use restrictions to prevent sale
and upper aquifer ground-water treatment will without acknowledgement of on-site hazardous
attain total noncarcinogenic PAHs 400 ng/1, total wastes, future development, and drilling drinking
cPAHs 40 ng/1, PCP 1.05 mg/1, benzene 5 ug/1 water wells.
(MCL), and arsenic 50 ug/1 (MCL). Other
organics/inorganics are not to exceed a 10"5 risk
level. Treatment levels were not provided for the
lower aquifer because an interim remedy is being
used; therefore, an ARAR waiver is applicable.
279
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 629
MONTICELLO RADIOACTIVELY CONTAMINATED PROPERTIES, UT
First Remedial Action - Final
September 29, 1989
The Monticello Radioactively Contaminated
Properties site, also known as the Monticello
Vicinity Properties, is a federally-owned,
abandoned vanadium and uranium mill area in the
city of Monticello, San Juan County, Utah. Land
use in the area is residential, however, there is
limited commercial use as well. Milling of
vanadium and uranium occurred from 1944 to
1960. Throughout the operating period, mill
tailings were used in the city of Monticello for
construction purposes including fill for open lands;
backfill around water, sewer, and electrical lines;
sub-base for driveways, sidewalks, and concrete
slabs; backfill against basement foundations; and as
sand mix in concrete, plaster, and mortar.
Currently, the site consists of a dismantled
vanadium and uranium mill, and stabilized mill
tailings piles. The Monticello Radioactively
Contaminated Properties were accepted into the
Department of Energy's Surplus Facilities
Management Program in 1980 for remedial action.
The Vicinity Properties were formally included on
the NPL in 1986 and, therefore, must comply with
requirements of CERCLA In October 1989, the
Millsite itself was also listed on the NPL. DOE
established an official list of Vicinity Properties
designated for remedial action based on
radiological surveys conducted from 1971 to 1984.
As of March 1989, 91 properties had been
identified to be included in the Monticello Vicinity
Properties. Of these 91 properties, 53 remedial
actions have been completed and 12 additional'
properties are slated for remedial action in 1989.
Approximately 100,000 cubic yards (135,000 tons)
of contaminated construction debris and wind
blown deposited contamination is estimated to be
within the Vicinity Properties. The primary
contaminants of concern in construction material
and debris are thorium230, radium226, and radon222
contained in the vanadium and uranium mill
tailings.
The selected remedial action for this site
includes excavation and removal of residual
radioactive material from affected properties and
restoration/reconstruction using clean materials, or
modification of existing structures to isolate
radiation sources from inhabitants; filling and
regrading excavated areas; and disposal and
temporary storage of all contaminated material at
the Monticello Millsite. The millsite is addressed
separately under a 1988 Federal Facilities
Inter-agency Agreement. The estimated present
worth cost of this remedial action is $65,000 per
Vicinity Property for 91 "included' properties, or
$5,915,000.
Performance Standards or Goals
Cleanup will ensure that the concentration of
radium226 in land averaged over 100 square meters
shall not exceed the background level of 2 pCi/g by
more than 5 pCi/g averaged over the first 15 cm of
soil or 15 pCi/g averaged over 15 cm thick layers of
soil more than 15 cm below the surface. In
addition, in an occupied or habitable building the
level of gamma radiation shall not exceed
background by more than 20 microroentgens per
hour. These goals are based on the Uranium Mill
Tailings Radiation Control Act of 1978.
Institutional Controls
Not applicable.
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Fiscal Year 1989
NPLRank: 36
SAND
INDUSTRIAL, CO
First Remedial Action
September 29,1989
The Sand Creek Industrial site is in Commerce
City, Adams County, Colorado. Land use in the
vicinity of the site is industrial, including trucking
firms, petroleum and chemical production, and
supply companies, warehouses, small businesses
and several residences. The site contains the
property and buildings of the Colorado Organic
Chemical Company (COC) and approximately 13
residences. Production wells north and
downgradient of the study area are the source of
water supply to the county. Pesticide
manufacturing operations began at COC in the
1960s. Fires in 1968 and 1977 and improper
pesticide storage practices resulted in high levels of
organiphosphate pesticides, chlorinated
hydrocarbons, and thermally-altered pesticides
being released at the site. In 1978, COC removed
some contaminated soil, and in 1984 COC
removed drums of waste, excess product, and
contaminated soil, and installed fencing at the site
in response to an EPA order. This ROD
represents the first of five planned operable units
for the site and addresses soil, buildings, and tanks
contaminated by pesticides, volatile organics, and
metals. The primary contaminants of concern
affecting the soil, on-site buildings, and tanks are
VOCs including TCE and PCE, and other organics
including pesticides.
The selected remedial action for the site
includes in situ vacuum extraction to remove
VOCs from contaminated soil and on-site
treatment of off-gas by air stripping; excavation
and off-site incineration of approximately 1,000
cubic yards of soil contaminated with greater than
1000 mg/kg halogenated organic compounds
(HOC), with off-site residual disposal in a RCRA
landfill; backfilling of excavated areas with clean
soil; demolition and off-site disposal of buildings in
conformance with land disposal regulations; and
ground-water monitoring at the site for 30 years
following remediation. The estimated present
worth cost for the selected remedy is $5,349,600.
Performance Standards or Goals
Acceptable site-specific soil concentrations
(action levels) were calculated for VOCs using a
soil-water leaching model which assumed ground-
water concentration corresponding to SDWA
MCLs or a 10"6 cancer risk level. Chemical-
specific clean-up levels were provided for PCE
1,095 ug/kg and TCE 285 ug/kg. ARARs specify
the clean-up objectives for the pesticide 2, 4-D, an
HOC. LDRs have established treatment of HOCs
>. 1,000 mg/kg based on BDAT, which for 2,4-D is
incineration.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 300
WOODBURY CHEMICAL CO., CO
Second Remedial Action - Final
September 29, 1989
The Woodbury Chemical Co. site is in
Commerce City, a northern suburb of Denver,
Colorado, and neighbors a primarily industrial area
which includes automobile salvage yards and a
petroleum refinery. From the 1950s to 1971, the
Woodbury Chemical Company operated a pesticide
formulation facility that was destroyed by fire in
1965 but subsequently rebuilt. Contaminated
rubble and debris from the fire were disposed of
on a 2.2-acre vacant lot east of the Woodbury
facility. During a 1985 remedial investigation of
the 2.2-acre lot, EPA identified high levels of
pesticides and metals in surface and subsurface
soil. Although EPA issued a ROD later that year,
site clean up was delayed due to the discovery of
significant additional contamination at the
Woodbury facility and adjacent properties to the
west and north of the facility. As a result of the
discovery of additional contamination, EPA
determined it would be more cost effective to
simultaneously implement the clean-up activities at
the 2.2-acre lot, the Woodbury chemical facility,
and adjacent properties. The selected remedial
action addressed in this ROD incorporates and
builds upon the 1985 ROD. The primary
contaminants of concern affecting the soil are
VOCs including PCE and TCE, other organics
including pesticides, and metals including arsenic.
The selected remedial action for this site
includes excavation and off-site incineration of 850
cubic yards of highly-contaminated soil followed by
off-site disposal; excavation and off-site disposal of
11,520 cubic yards of less-contaminated soil at a
RCRA-permitted landfill; and backfilling and
revegetation of the excavated area. The estimated
present worth cost for this remedial action is
$6,962,600 which includes annual O&M costs of
$31,400.
Performance Standards or Goals
Soil clean up will attain an excess lifetime
cancer risk of 10"6. Specific clean-up goals are
based on ARARs and background levels and
include arsenic 5'10 mg/kg, TCE 0.52 mg/kg, and
PCE 1.9 mg/kg.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
REGION 9
(American Saomoa, Arizona, California, Guam, Nevada)
NPLRank: 288
ATLAS ASBESTOS MINE, CA
First Remedial Action
July 19, 1989
The Atlas Asbestos Mine site is in Fresno
County, California, and is being remediated
concurrently with the Coalinga Asbestos Mine site.
This ROD does not address the mines, but rather
a separate area in the city of Coalinga, where
asbestos from the Atlas-Coalinga mines was
deposited to await handling and shipment. This
107-acre site has been designated as the first
operable unit for the Atlas Asbestos Mine and the
Coalinga Asbestos Mine sites. From the 1960s to
the mid-1970s, extensive asbestos mining and
milling took place in areas near the site, and until
1980 the site operated as an asbestos milling,
manufacturing, storage, and transportation center.
The site consists of four distinct areas: (1) the
warehouse which was once a mining waste
distribution center and which currently houses
1,600 cubic yards of mining waste; (2) a storage
yard which contains asbestos-contaminated stacked
pipes; (3) a shipping yard which was used as an
asbestos distribution center by the Atlas Asbestos
Company; and (4) the U.S. Asbestos Company
which currently stores piles of asbestos-
contaminated mining waste. In 1980, a state
inspection revealed elevated levels of asbestos in
the nearby aqueduct which suggested that the Atlas
Asbestos Mine and Coalinga Asbestos Mine sites
were probable asbestos sources. Subsequent
sampling programs, conducted between 1983 and
1987, revealed that surface water and air also
contained elevated levels of asbestos. As a result
of these findings, EPA issued an Administrative
Order to a major landowner, Southern Pacific
Transportation Company (SPTC), requiring SPTC
to conduct an additional remedial investigation and
a feasibility study and to perform interim measures
to stabilize the site. Because airborne emissions of
asbestos pose the greatest threat to neighboring
residents, this remedial response will limit the
amount of asbestos and nickel released from the
soil and emitted into the air. The primary
contaminants of concern affecting the soil and
debris are metals including nickel, and other
inorganics including asbestos and mining wastes.
The selected remedial action for 'this site
includes excavating and consolidating 14,500 cubic
yards of asbestos, chromium, and
nickel-contaminated soil and building debris;
constructing an underground waste management
unit (WMU) to contain and dispose of
contaminated soil and waste on site; capping the
WMU area; regrading the excavated area;
decontaminating debris; monitoring soil moisture
content, ground water, air, and personnel; and
implementing institutional controls. The estimated
present worth cost for this action ranges between
$1,500,000 to $2,500,000, which includes annual
O&M costs of $35,000.
Performance Standards or Goals
All contaminated soil and mining wastes will
be cleaned up to at or below background levels for
nickel, and at or below one area percent asbestos
using polarized light microscopy.
Institutional Controls
Deed restrictions will be implemented to
prevent disturbing the cap and to prevent releasing
asbestos fibers or nickel contaminants into the air.
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Progress Toward Implementing SUPEEFUND
Fiscal Year 1989
NPLRank: 665
BECKMAN INSTRUMENTS (Porterville Plant), CA
First Remedial Action - Final
September 26,1989
The Beckman Instruments (Porterville Plant)
site, which includes the Beckman plant and
surrounding study area, is in the city of Porterville,
California. The 12-acre Beckman plant has
manufactured electronic instrument assemblies and
circuit boards since 1967. Wastewater from
industrial processes including electroplating and
degreasing, contains spent halogenated solvents,
inorganic and acid solutions, salts, metal-laden
solutions, and plating bath sludges. From 1974 to
1983, wastewater was discharged to an on-site solar
evaporation pond; however, since 1983, wastewater
has been treated on site. Ground water in the
vicinity of the pond was used for domestic and
agricultural purposes until 1983 when ground
water was found to be contaminated. Beckman
subsequently closed the pond, provided alternate
water supplies to approximately 300 residents in
the area, and began ground-water pumping and
treatment using air stripping in 1985. Additionally,
soil beneath the former pond as well as near a
former pesticide operation area are known to be
contaminated with elevated levels of lead. The
primary contaminants of concern affecting the soil
and ground water are VOCs including TCE, and
metals including lead.
The selected remedial action for this site
includes excavation and off-site disposal of lead-
contaminated soil; continued operation of the
ground-water pumping and treatment system for
the upper aquifer; pumping and treatment of
ground water from upper aquitard and lower
aquifer using air stripping; off-site discharge of all
treated water into infiltration basins or irrigation
canals; and ground-water monitoring. The
estimated present worth cost for the selected
remedy is $4,740,000. This estimate does not
include costs for continued operation of the
existing pumping and treatment system.
Performance Standards or Goals
Soil contaminated with lead above 200 mg/kg
will be excavated and disposed of off site. Ground-
water cleanup will attain state or federal MCLs or
state action levels. Chemical-specific ground-water
clean-up goals include TCE 5 ug/1 (MCL).
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPESFVND
Fiscal Year 1989
NPLRank: 289
COALINGA ASBESTOS MINE, CA
First Remedial Action
July 19,1989
The Coalinga Asbestos Mine site is in Fresno
County, California, and is being remediated
concurrently with the Atlas Asbestos Mine site.
This ROD does not address the mines, but rather
a separate area in the city of Coalinga, where
asbestos from the Atlas-Coalinga mines was
deposited to await handling and shipment. This
107-acre site has been designated as the first
operable unit for the Atlas Asbestos Mine and the
Coalinga Asbestos Mine sites. From the 1960s to
the mid-1970s, extensive asbestos mining and
milling took place in areas near the site, and until
1980 the site operated as an asbestos milling,
manufacturing, storage, and transportation center.
The site consists of four distinct areas: (1) the
warehouse which was once a mining waste
distribution center and which currently houses
1,600 cubic yards of mining waste; (2) a storage
yard which contains asbestos-contaminated stacked
pipes; (3) a shipping yard which was used as an
asbestos distribution center by the Coalinga
Asbestos Company; and (4) the U.S. Coalinga
Company which currently stores piles of asbestos-
contaminated mining waste. In 1980, a state
inspection revealed elevated levels of asbestos in
the nearby aqueduct which suggested that the
Coalinga Asbestos Mine and Atlas Asbestos Mine
sites were probable asbestos sources. Subsequent
sampling programs, conducted between 1983 and
1987, revealed that surface water and air also
contained elevated levels of asbestos. As a result
of these findings, EPA issued an Administrative
Order to a major landowner, Southern Pacific
Transportation Company (SPTC), requiring SPTC
to conduct an additional remedial investigation and
a feasibility study and to perform interim measures
to stabilize the site. Because airborne emissions of
asbestos pose the greatest threat to neighboring
residents, this remedial response will limit the
amount of asbestos and nickel released from the
soil and emitted into the air. The primary
contaminants of concern affecting the soil and
debris are metals including nickel, and other
inorganics including asbestos and mining wastes.
The selected remedial action for this site
includes excavating and consolidating 14,500 cubic
yards of asbestos, chromium, and
nickel-contaminated soil and building debris;
constructing an underground waste management
unit (WMU) to contain and dispose of
contaminated soil and waste on site; capping the
WMU area; regrading the excavated area;
decontaminating debris; monitoring soil moisture
content, ground water, air, and personnel; and
implementing institutional controls. The estimated
present worth cost for this action ranges between
$1,500,000 to $2,500,000, which includes annual
O&M costs of $35,000.
Performance Standards or Goals
All contaminated soil and mining wastes will
be cleaned up to at or below background levels for
nickel, and at or below one area percent asbestos
using polarized light microscopy.
Institutional Controls
Deed restrictions will be implemented to
prevent disturbing the cap and to prevent releasing
asbestos fibers or nickel contaminants into the air.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 305
COAST WOOD PRESERVING, CA
First Remedial Action - Final
September 29, 1989
The 8-acre Coast Wood Preserving (CWP) site
is an active wood preserving facility in a rural,
agricultural area three miles south of Ukiah,
California. Wood preserving operations began at
the site in 1971 and since then near-surface soil
contamination has occurred primarily as a result of
drippings. Investigations by CWP beginning in the
early 1970s revealed elevated chromium and
arsenic concentrations in near-surface soil and
elevated chromium concentrations in ground water
particularly near the main treatment and storage
areas. In addition, off-site migration of chromium
has occurred via ground water. A number of
measures have been implemented by CWP to
improve overall site conditions including extending
the area covered by surface paving, erecting
canopies over the wood treatment area, and
constructing berms to divert and control surface
runoff from treated wood storage areas. In
addition, interim remedial measures were
conducted in 1983 to intercept and limit migration
of chromium in ground water including
constructing a slurry cutoff wall along the eastern
site boundary, a ground water extraction trench
immediately upgradient of the slurry wall to recycle
ground water back into the operation, and a
ground water extraction well and an injection well
in the area of highest contamination. As a result
of these interim measures, health risks via
exposure to contaminated soil and ground water
have been significantly reduced. The primary
contaminants of concerns for soil and ground
water are metals including arsenic and chromium.
The selected remedial action for this site
includes paving exposed soil; onsite treatment of
soil after site closure in 10 years using the best
available technology at the time; plume control
and aquifer remediation via ground water pumping
and reuse in CWP's operations to the extent
possible or electrochemical treatment of excess
ground water which cannot be recycled followed by
discharge to the Ukiah Sewage Treatment Plant
and/or reinjection; ground water monitoring; and
development of a contingency plan for off-site
ground-water remediation if needed. The
estimated total cost for the source control
component of the remedy is $1,000,000. The total
cost of the ground water remedy was not provided;
however, the estimated O&M cost for the ground
water remedy was estimated as $19,500 for a 20
year period.
Performance Standards or Goals
Post-closure remedial measures for soil
include on-site treatment of contaminated soil to
a depth of 1.5 feet for areas containing greater
than 100 mg/kg of total chromium and 15 mg/kg
(background level) of arsenic. In high
contamination areas, the depth of excavations is
expected to be 5 feet. Ground water will be
treated to remove metal contamination in
compliance with state and Federal clean-up
standards including arsenic 50 ug/1 (MCL) and
chromium 50 ug/1 (MCL).
Institutional Controls
A deed of restriction on real property will be
developed.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 16
FAIRCHILD SEMICONDUCTOR (Mountain View Plant), CA
First and Second Remedial Actions
June 9, 1989 - June 30, 1989
The Fairchild Semiconductor (Mountain View
Plant) site is one of three Superfund sites that are
being remediated concurrently. The other two
sites are Intel (Mountain View Plant) and
Raytheon. The sites are located in the
Middlefield/Ellis/Whisman (MEW) Study Area in
Santa Clara County in the city of Mountain View,
California. Land use in the area is primarily light
industrial and commercial, with some residential
areas. There are no natural surface drainage
features within or surrounding the site; most of the
runoff is intercepted by a storm drain system and
discharged to an off-site creek. Various industrial
activities were conducted in the vicinity of the site,
including semiconductor manufacturing, metal
finishing operations, parts cleaning, aircraft
maintenance, and other activities requiring the use,
storage, and handling of a variety of chemicals,
particularly solvents. Site investigations at several
of these facilities during 1981 and 1982 revealed
significant soil and ground-water contamination by
toxic chemicals, primarily VOCs. The primary
cause of the contamination was leaking storage
tanks and lines, and poor management practices.
Before and during additional site investigations,
which were conducted under a 1985 Consent
Order, interim clean-up activities were conducted
at the site by Fairchild, Intel, and Raytheon.
These included tank removals, soil removal and
treatment, well sealing, construction of slurry walls,
and hydraulic control and treatment of local
ground water. The primary contaminants of
concern affecting the site are VOCs including
TCE, TCA, PCE, toluene, and xylenes, and other
organics including phenols.
The selected remedy for this site includes in
situ vapor extraction with treatment by vapor
phase GAC of contaminated soil found within the
Fairchild and Raytheon slurry walls. There may be
some limited soil excavation and treatment by
aeration for some areas outside of the slurry walls,
with on-site disposal of residues in the excavated
area; ground-water pumping and treatment using
air stripping, and in some cases liquid phase GAC,
with emissions controls consisting of GAC vapor
phase carbon units, followed by reuse of the
ground water (reuse options including reinjection
are being developed) and, if necessary, discharge to
surface water; sealing of any conduits or potential
conduits to protect the deep aquifer; and ground-
water monitoring. The present worth cost for this
remedial action is $49,000,000 to $56,000,000,
which includes O&M costs,
Performance Standards or Goals
The clean-up goals for soil are based on
ensuring the success of the ground-water clean-up
goal (attaining MCLs) in the shallow aquifers.
Individual goals include TCE 1 mg/kg inside the
slurry walls and TCE 0.05 mg/kg outside the slurry
walls. Ground-water clean-up goals for the
shallow aquifers, which are not currently used for
drinking water, are based on MCLs and a 10"4 to
10"5 excess cancer risk and include TCE 5 ug/1
(MCL); goals for the deep aquifers, which are used
for drinking water, are based on a 10-6 cumulative
cancer risk and include TCE 0.8 ug/1. Attainment
of these levels will also assure cleanup of other
VOCs to at least their respective MCLs.
Institutional Controls
Not applicable.
287
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 310
FAIRCHILD SEMICONDUCTOR (South San Jose Plant), CA
First Remedial Action - Final
March 20,1989
The Fairchild Semiconductor (South San Jose
Plant) site is a former semiconductor
manufacturing facility in San Jose, California.
Operations were conducted at the site from April
1977 until it closed in October 1983. In late 1981,
Fairchild Semiconductor Corporation discovered
that an underground organic solvent waste tank
had failed, resulting in soil and on- and off-site
ground-water contamination by a mixture of
solvents. TCA contamination was discovered
exceeding drinking water standards in a public
drinking water supply well located approximately
1,800 feet downgradient from the site. The well
was subsequently destroyed and sealed; however,
several wells remain active downgradient.
Fairchild has been investigating and cleaning up
soil and ground-water pollution at the facility since
contamination was first detected in 1981. Interim
actions taken by Fairchild include source removal
and on-site soil cleanup (removal of defective tank
and excavation of 3,389 cubic yards of
contaminated soil), installation of a slurry wall
around the perimeter of the site, conducting pilot
studies for on-site aquifer flushing and in situ soil
vapor extraction, hydraulic containment of the
plume with on-site and limited off-site ground-
water treatment using air stripping, and
implementation of ground-water conservation
measures. Although the interim clean-up actions
have significantly decreased the size and
contamination of the plume, some areas outside
the slurry wall still exceed state drinking water
action levels, and on-site soil and ground water
still contain high concentrations of chemicals. This
ROD provides a final remedy which addresses on-
site soil and ground water, and off-site ground-
water contamination. The primary contaminants
of concern affecting the soil and ground water are
VOCs including PCE, TCA, DCE, and xylenes.
The selected remedial action for this site
includes on-site soil vapor extraction (aeration);
on-site shallow ground water and off-site ground
water from well RW-25 pumping and treatment
using air stripping, followed by off-site reinjection
of treated ground water and discharge to surface
water after aquifer reuse capacity has been
exhausted; deep ground water from off-site wells
RW2 and RW22, followed by discharge of
untreated ground water to surface water via storm
drains; conducting laboratory and field study of
biodegradation of on-site chemicals; implementing
institutional controls including deed restrictions to
limit ground-water and land use; and ground-water
monitoring. The estimated present worth cost for
this remedial action is $9,393,100 which includes
total O&M costs of $7,231,700.
Performance Standards or Goals
The soil remediation goal is 1 mg/kg for
VOCs including PCE, TCA, and xylenes; however,
this goal will be re-evaluated based on treatability
test results. Off-site ground water will attain a
hazard index of 0.25 which will be achieved by
reducing DCE concentrations to below detection
(i.e.,
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRanfc 284
FIRESTONE TIRE & RUBBER CO., (Salinas Plant), CA
First Remedial Action
September 13,1989
The 256-acre Firestone Tire (Salinas Plant) site
is in an agricultural are in Salinas, California. The
facility was operated as a tire manufacturing plant
from 1963 to 1980, in which a variety of chemicals
and chemical formulations were used including
solvents and surfactants. In 1983, as part of the
requirements for the closure of a RCRA-regulated
storage area at the facility, Firestone conducted an
environmental investigation and determined that
some chemicals had been released to the soil and
ground water. Sampling indicated that a plume of
VOC-contamination extends about 2-1/2 miles
northwest of the former facility. Consequently, on-
site and off-site ground water pumping and
treatment was initiated to further reduce chemical
migration. Furthermore, evaluation of potential
sources of contamination resulted in cleaning and
removing storage tanks and above-ground facilities,
as well as excavating 5,300 cubic yards of
inorganic- and organic-contaminated soil for final
disposition offsite. This final remedy provides for
additional cleanup of ground water under the site
and as much as 2-1/2 miles from the site. Soil
analytical data indicated that the residual risk from
soil contamination after remedial measures had
been implemented warranted no further soil
remediation. The primary contaminants of
concern affecting the ground water are VOCs
including 1,1-DCA, 1,1-DCE, 1,1,1-TCA, TCE,
PCE, benzene, toluene, and xylenes.
The selected remedial action for the site
includes pumping and treatment of ground water
at the existing treatment facility using carbon
adsorption and air stripping, with offsite
discharging of treated ground water to surface
water; ground water monitoring to ensure that the
ground water plume is declining; crop testing to
ensure that there is no plant uptake of the
contaminants; and developing a contingency plan
for water in the deep aquifer in case of
contamination. The estimated present worth cost
for this remedial action is $1,742,000, which
includes an estimated O&M cost of $1,517,000 for
3-1/2 years.
Performance Standards or Goals
Cleanup levels for ground water will be based
on chemical-specific ARARs, a cumulative health
index of 1 for noncarcinogens, or a carcinogenic
risk of 10"6 depending on which is more stringent.
Chemical-specific goals include benzene 0.7 ug/1
(State), 1,1-DCA 5.0 ug/1 (State), TCE 3.2 ug/1
(10-6 risk level), PCE 0.7 ug/1 (10'6 risk level),
1,1-DCE 6.0 ug/1 (HI=1), toluene 20 ug/1 (HI-1),
and xylene 70 ug/1 (HI=1).
Institutional Controls:
Not applicable.
289
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Group: 11
IBM (San Jose Plant), CA
First Remedial Action - Final
December 15,1988
International Business Machines (IBM) owns
and operates a data processing machine
manufacturing facility in the Santa Teresa Basin in
San Jose, California. IBM has operated the facility
since December 1956 using organic chemicals
including TCA, acetone, xylenes, and petroleum
naphthas. The organic chemicals have been
handled and stored on site in drums, and
aboveground and underground tanks. In addition,
waste organic solvents were stored in concrete or
steel underground tanks or drums; however, the
concrete tanks were designed only to store organic
wastes. In October 1980, while excavating tanks in
Tank Farm No. 1, IBM discovered soil
contaminated with organics. Investigations in
November 1981 revealed extensive ground-water
contamination. The ground-water plume is more
than three miles long and more than 180 feet deep.
Fourteen active or potentially active water supply
wells are downgradient of the plume; however,
none of these public wells has been found to
contain VOCs above state and federal drinking
water standards. Nineteen sources of soil and
ground-water contamination have been identified,
including tank overflows, spillage from drum
handling, and tank and pipeline fitting failures.
Actions have been taken to prevent further solvent
migration from the IBM source areas, including
removing underground storage tanks which were
replaced with aboveground tanks, and excavating
more than 23,000 cubic yards of contaminated soil.
Interim remedial measures begun in November
1982 to clean up the plume have included off- and
on-site ground-water pumping with discharge of
untreated ground water to storm drains. The
primary contaminants of concern affecting the soil
and ground water are VOCs including TCA,
toluene, and xylenes, and other organics.
The selected remedial action for this site
includes on-site soil vapor extraction; on-site
shallow and deep ground water and off-site deep
ground-water pumping and treatment using air
stripping, followed by on-site discharge of treated
ground water to the aquifer and off-site discharge
to surface water after the reuse capacity of the
aquifer is exhausted. Remedial action costs for
this remedy were not provided.
Performance Standards or Goals
The soil remediation goal is 1 mg/kg for all
contaminants of concern. Ground-water treatment
goals were provided for contaminants of concern in
the upper and lower aquifers. The
chemical-specific goals for ground water are based
on state action levels, and EPA reference doses
and lifetime health advisories. Individual goals
include TCA 200 ug/1 (state), toluene 100 ugA
(state), and xylenes 200 ug/1 (state) in the upper
aquifer zone, and a hazard index of 0.25 with TCA
50 ug/1 in the deeper aquifer zones.
290
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 879
INTEL CORP. (Mountain View Plant), CA
First Remedial Action
June 9, 1989
The Intel Corp. (Mountain View Plant) site is
one of three Superfund sites that are being
remediated concurrently. The other two sites are
Fairchild Semiconductor (Mt. View) and Raytheon.
The sites are located in the
Middlefield/Ellis/Whisman (MEW) Study Area in
Santa Clara County in the city of Mountain View,
California. Land use in the area is primarily light
industrial and commercial, with some residential
areas. There are no natural surface drainage
features within or surrounding the site; most of the
runoff is intercepted by a storm drain system and
discharged to an off-site creek. Various industrial
activities were conducted in the vicinity of the site,
including semiconductor manufacturing, metal
finishing operations, parts cleaning, aircraft
maintenance, and other activities requiring the use,
storage, and handling of a variety of chemicals,
particularly solvents. Site investigations at several
of these facilities during 1981 and 1982 revealed
significant soil and ground-water contamination by
toxic chemicals, primarily VOCs. The primary
causes of the contamination were leaking storage
tanks and lines, and poor management practices.
Before and during additional site investigations,
which were conducted under a 1985 Consent
Order, interim clean-up actions were conducted at
the site by Fairchild, Intel, and Raytheon. These
included tank removals, soil removal and
treatment, well sealing, construction of slurry walls,
and hydraulic control and treatment of local
ground water. The primary contaminants of
concern affecting the site are VOCs including
TCE, TCA, PCE, toluene, and xylenes, and other
organics including phenols.
The selected remedy for this site includes in
situ vapor extraction with treatment by vapor phase
GAC of contaminated soil found within the
Fairchild and Raytheon slurry walls. There may be
some limited soil excavation and treatment by
aeration for some areas outside of the slurry walls
with on-site disposal of residues in the excavated
area; ground-water pumping and treatment using
air stripping, and in some cases liquid phase GAC,
with emissions controls consisting of GAC vapor
phase carbon units, followed by reuse of the
ground water (reuse options including reinjection
are being developed) and, if necessary, discharge to
surface water; sealing of any conduits or potential
conduits to protect the deep aquifer; and ground-
water monitoring. The present worth cost for this
remedial action is $49,000,000 to $56,000,000,
which includes O&M costs.
Performance Standards or Goals
The clean-up goals for soil are based on
ensuring the success of the ground-water clean-up
goal (attaining MCLs) in the shallow aquifers.
Individual goals include TCE 1 mg/kg inside the
slurry walls and TCE 0.05 mg/kg outside the slurry
walls. Ground-water clean-up goals for the
shallow aquifers, which are not currently used for
drinking water, are based on MCLs and a 10"4 to
10"5 excess cancer risk and include TCE 5 ug/1
(MCL); goals for the deep aquifers, which are used
for drinking water, are based on a 10"6 cumulative
cancer risk and include TCE 0.8 ug/1. Attainment
of these levels will also ensure cleanup of other
VOCs to at least their respective MCLs.
Institutional Controls
Not applicable.
291
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 704
KOPPERS CO., INC (OROVILLE PLANT), CA
First Remedial Action - Final
September 13, 1989
The Koppers Co., Inc. (Oroville Plant) site is
a 200-acre operating wood treating plant in Butte
County, California, just south of Oroville. The site
is bordered on the west by a Louisiana-Pacific
Corporation facility, which is also a Superfund site,
and lies within the floodplain of the Feather River,
which runs 3,000 feet to the east. Land use in the
vicinity of the site is mixed agricultural, residential,
commercial, and industrial. Although there is a
history of wood treating operations at the site,
wood treating operations were greatly expanded in
1955 when Koppers Company, Inc. became the
owner and operator. Chemical preservatives
including pentachlophenol (PCP), creosote, and
chlorinated copper arsenate solution have been
used in the wood treating processes. Wastewater
discharge and other site activities have resulted in
contamination of unlined ponds, soil, and debris.
In 1971, PCP was detected in on-site ground water
and, in 1972, in residential wells to the southwest.
Pursuant to a state order, Koppers conducted
clean-up activities from 1973-74, including ground-
water pumping and discharge to spray fields and
off-site disposal of contaminated debris, and
process changes, including construction of a
wastewater treatment plant. In 1986, Koppers
provided an alternate water supply for domestic
uses to affected residents. In 1987, an explosion
and fire occurred at a PCP wood treatment process
facility prompting EPA to issue a removal order
requiring cleanup of fire debris and removal and
stabilization of surface soil. This ROD addresses
the remaining contamination in on-site soil, and
ground water affected by site contamination. The
primary contaminants of concern affecting the soil
and ground water are VOCs including toluene,
xylenes, and benzene, other organics including
PAHs, PCP, and dioxins/furans, and metals
including arsenic and chromium.
The selected remedial action for this site
includes a soil component and a ground-water
component. The soil remedy includes four discrete
soil treatment areas: in situ biodegradation of
110,000 cubic yards of PCP-contaminated soil;
excavation and soil washing of 200,000 cubic yards
of soil contaminated with wood treating wastes
with redisposal of treated soil on site and
treatment of residual contamination in the washing
fluid in an on-site treatment facility; installation of
a low permeability cap over the wood treating
process area and downgradient extraction wells
with future treatment of 20,000 cubic yards of
contaminated soil beneath this area as soil
becomes accessible during equipment change or
ceasing of operations; and excavation and chemical
fixation of 4,000 cubic yards of soil contaminated
with metals, followed by on-site disposal. The
ground-water remedy includes pumping and
treatment of approximately 22,000,000 cubic yards
of ground water using activated carbon, and
reinjection of treated waste to the ground water,
and formalization of the provision of an existing
alternate water supply and extension, if needed, of
the water supply during implementation of the
remedy. The estimated present worth cost for this
remedial action is $77,700,000, which includes an
estimated present worth O&M cost of $37,100,000.
Performance Standards or Goals
The soil clean-up goals for the major
contaminants at the site are PCP 17 mg/kg,
dioxin/furans 0.030 ug/kg, background for arsenic
and chromium, and cPAHs 0.19 mg/kg. Soil goals
were set to meet 10"6 cancer-risk targets.
Remedial objectives for ground water are the more
stringent of 10"6 cancer risks or state action levels.
Specific goals include PCP 2.2 ug/1, cPAHs 0.007
ug/1, dioxins 0.00000053 ug/1 or the lowest available
detection limit, and background levels for arsenic
and chromium.
Institutional Controls
Not specified.
292
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 283
LITCHFIELD AIRPORT AREA, AZ
Second Remedial Action - Final
September 26, 1989
The Litchfield Airport site, also known as the
Phoenix-Goodyear Airport Area site, covers
approximately 35 square miles and, except for the
airport, is almost entirely in the city of Goodyear.
The surrounding area is primarily agricultural,
however, residential development is anticipated in
the near future. A ground-water divide running
under the area effectively divides the site into a
northern and southern area. Between 1981 and
1983, the state discovered that the ground water
was contaminated with solvents, metals, and VOCs.
Sampling data identified contaminated areas in the
northern and southern portions of the site due to
on-site industrial activities and waste handling by
the former Goodyear Aerospace Corporation
(GAC), the former Litchfield Park Naval Air
Facility, and UniDynamics, Phoenix, Inc. A 1987
ROD addressed ground water in an area of the
southern portion of the site contaminated with
VOCs. This ROD addresses soil (vadose zone)
and ground-water remediation for the remainder of
the site, with the exception of
chromium-contaminated soil in the sludge drying
beds at the former GAC facility. GAC owners are
currently performing an expedited response action
under an Administrative Order on Consent for the
chromium sludge beds. The primary contaminants
of concern affecting the soil and ground water are
VOCs including TCE, toluene, and xylenes, and
metals including arsenic, chromium, and lead.
The selected remedial action for the northern
portion of the site includes treatment of soil with
VOC soil gas levels greater than 1 ug/kg using soil
vapor extraction (SVE); and ground-water
pumping and treatment using air stripping, liquid
phase granular activated carbon, and granular
activated carbon polishing on the air emissions,
followed by reinjection or discharge of treated
ground water to the municipal water system.
Remedial activities for the southern portion of the
site include treatment of 284,100 square yards of
VOC-contaminated soil using SVE; and ground-
water pumping and treatment using air stripping
and wellhead treatment, followed by discharge to
the municipal water system. The estimated present
worth cost for this remedial action ranges between
$30,227,000 and $31,693,000. O&M costs will be
determined during the remedial design.
Performance Standards or Goals
VOC- and metal-contaminated soil outside of
the sludge pits will be removed until remaining
levels will not cause or contribute to ground-water
contamination in concentrations exceeding ground-
water clean-up standards. Ground-water clean-up
goals are based on SDWA Maximum Containment
Levels (MCLs), state action levels (SALs) or CWA
Ambient Water Quality Cirteria (AWQC).
Chemical-specific ground-water clean-up goals
include toluene 340 ugl (SAL), TCE 5 ug/1 (MCL),
xylenes 440 ugA (SAL), arsenic 50 ug/1 (MCL),
chromium 50 ug/1 (MCL), and lead 50 ug/1 (MCL).
Institutional Controls
Not applicable.
293
-------
Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 119
NINETEENTH AVENUE LANDFILL, AZ
First Remedial Action - Final
September 29, 1989
The 213-acre Nineteenth Avenue Landfill is in
an industrial area of Maricopa County, Phoenix,
Arizona. The landfill is divided by the Salt River
channel into two sections or cells. A 200-acre
section, Cell A, lies north of the channel and a 13-
acre section, Cell A-l, lies south of the channel.
State permitted landfill operations were conducted
from 1957 to 1979, during which time
approximately nine million cubic yards of
municipal refuse, solid and liquid industrial wastes,
and some medical wastes and materials containing
low levels of radioactivity were deposited in the
landfill. Sampling of the landfill contents has
revealed no concentrated sources of contamination;
however, the State ordered the landfill closed in
1979 due to the periodic inundation of the landfill
by flood waters from the Salt River channel.
Subsequently, the city covered the site with fill,
stockpiled soil for final capping, installed ground-
water monitoring wells, built berms around the
landfill, and installed a methane gas collection
system. This remedial action is designed to
mitigate threats resulting from flooding of the
landfill, which has occurred intermittently since
1965. The primary contaminants of concern in the
soil/refuse include VOCs such as toluene and
xylenes. There is little risk to public health from
ground-water pathways because ground-water
contaminants are of small magnitude, and only
limited migration has occurred off the site.
The selected remedial action for this site
includes containing landfill wastes on-site by
constructing an impermable cap and surface
drainage structures over the landfill, as well as soil-
cement levees along the river at the landfill
boundary; widening the river channel; collecting
and flaring landfill generated gases; instititutional
controls and access restrictions; and air and
ground-water monitoring. A contingency ground-
water treatment plan will be implemented
whenever ground-water standards are exceeded at
the landfill boundary. The estimated present
worth cost for this remedial action is $42,990,000,
which includes an annual O&M cost of $1,010,000
for 30 years.
Performance Standards or Goals
Not applicable to landfill wastes. Ground
water currently does not pose a risk to human
health or the environment. If monitoring detects
concentrations exceeding SDWA MCLs at the
property boundary, a contingency plan will be
implemented.
Institutional Controls
Institutional controls will be implemented but
were not specified.
294
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfc 329
PURITY OIL SALES, INC, CA
First Remedial Action
September 26, 1989
The seven-acre Purity Oil Sales, Inc. site is in
Fresno County, California, one-half mile south of
the Fresno city limits. The site is located in a
predominantly industrial area; however, there are
adjacent residential properties, including three
houses and a trailer park. The ground-water
aquifer in the Fresno area has been designated as
a sole-source aquifer. The shallow aquifer
underlying the site is probably hydrogeologically
connected with deeper aquifer zones providing
domestic water supply for Fresno and the
surrounding area. The Purity site operated as a
used oil recycling facility from 1934 to the early
1970s. In 1976, a fire destroyed the main
warehouse building. Equipment remaining, with
the exception of seven steel above-ground storage
tanks, was removed from the site, and the area was
partially regraded. One of the remaining storage
tanks is lined with asbestos. Waste pits filled with
soil, debris, and rubble, cover most of the site.
The state conducted a remedial investigation in
1982 during which time the EPA Emergency
Response Team removed 1,800 cubic yards of
hazardous oily and tarry materials from the site.
This first of two planned operable units addresses
the cleanup of the ground water and the removal
and off-site disposal of storage tanks and tank
contents. A future ROD will address
contaminated soil. The primary contaminants of
concern affecting ground water are VOCs including
benzene and TCE, and metals. Contaminants of
concern in the tank sludge are VOCs including
benzene, toluene and xylenes, other organics
including PCBs, PAHs, pesticides, and phenols,
and metals including lead.
The selected remedial action for this site
includes ground-water pumping and on-site
treatment with greensand to remove metals and air
stripping to remove VOCs; disposal of treated
ground water by either reinjection into the aquifer,
disposal in a canal or disposal in local infiltration
basins; provision of an alternate water supply to
affected private well owners; creation of a ground-
water management zone to maintain ground-water
levels; ground-water monitoring; removal, on-site
solidification (if necessary), and off-site disposal of
22,500 gallons of contaminated sludge from the
seven on-site steel tanks; and cleaning, dismantling,
and off-site disposal of the tanks including
appropriate off-site disposal of the asbestos walled
tank. In addition, treatability studies will be
conducted on the site soil to determine the
effectiveness of several emerging treatment
technologies. The estimated present worth cost for
this remedial action is $11,660,000, which includes
a total cost of $500,000 for removal of the steel
tanks. A present worth O&M cost of $6,960,000
is included in the total present worth estimate.
Performance Standards or Goals
Ground-water treatment will meet federal and
state SDWA MCLs and state action levels (SALs).
Chemical-specific clean-up goals for ground water
include benzene 1 ug/1 (SAL) and TCE 5 ug/1
(MCL).
Institutional Controls
Institutional methods to control well
construction and pumping will be implemented to
maintain ground water levels at the desired
configuration.
295
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 880
RAYTHEON CORP., CA
First Remedial Action
June 9, 1989
The Raytheon Corp. site is one of three
Superfund sites that are being remediated
concurrently. The other two are Fairchild
Semiconductor (Mt. View) and Intel (Mountain
View Plant). The sites are located in the
Middlefield/Ellis/Whisman (MEW) Study Area in
Santa Clara County in the city of Mountain View,
California. Land use in the area is primarily light
industrial and commercial, with some residential
areas. There are no natural surface drainage
features within or surrounding the site; most of the
runoff is intercepted by a storm drain system and
discharged to an off-site creek. Various industrial
activties were conducted in the vicinity of the site
including semiconductor manufacturing, metal
finishing operations, parts cleaning, aircraft
maintenance, and other activities requiring the use,
storage, and handling of a variety of chemicals,
particularly solvents. Site investigations at several
of these facilities during 1981 and 1982 revealed
significant contamination by toxic chemicals,
primarily VOCs, in soil and ground water. The
primary causes of the contamination were leaking
storage tanks and lines, and poor management
practices. Before and during additional site
investigations, which were conducted under a 1985
Consent Order, interim clean-up activities were
conducted at the site by Fairchild, Intel, and
Raytheon. Clean-up actions included tank
removals, soil removal and treatment, well sealing,
construction of slurry walls, and hydraulic control
and treatment of local ground water. The primary
contaminants of concern affecting the site are
VOCs including PCE, TCE, TCA, toluene, and
xylenes, and other organics including phenols.
The selected remedy for this site includes in
situ vapor extraction with treatment by vapor phase
GAC of contaminated soil found within the
Fairchild and Raytheon slurry walls. There may be
some limited soil excavation and treatment by
aeration for some areas outside of the slurry walls,
with on-site disposal of residues in the excavated
area; ground-water pumping and treatment using
air stripping, and in some cases liquid phase GAC,
with emissions controls consisting of GAC vapor
phase carbon units, followed by reuse of the
ground water (reuse options including reinfection
are being developed) and, if necessary, discharge to
surface water; sealing, of any conduits or potential
conduits to protect the deep aquifer; and ground-
water monitoring. The present worth cost for this
remedial action is $49,000,000 to $56,000,000,
which includes O&M costs.
Performance Standards or Goals
The clean-up goals for soil are based on
ensuring the success of the ground-water clean-up
goal (attaining MCLs) in the shallow aquifers.
Individual goals include TCE 1 mg/kg inside the
slurry walls and TCE 0.05 mg/kg outside the slurry
walls. Ground-water clean-up goals for the
shallow aquifers, which are not currently used for
drinking water, are based on MCLs and a 10"4 to
10"5 excess cancer risk and include TCE 5 ug/1
(MCL). Goals for the deep aquifers, which are
used for drinking water, are based on a 10"6
cumulative cancer risk and include TCE 0.8 ug/1.
Attainment of these levels will also ensure cleanup
of other VOCs to at least their respective MCLs.
Institutional Controls
Not applicable.
296
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Progress Toward Implementing SUPEKFUND
Fiscal Year 1989
Group: 7(F)
SACRAMENTO ARMY DEPOT, CA
First Remedial Action
September 29,1989
The 485-acre Sacramento Army Depot
(SAAD) site, 7 miles southeast of downtown
Sacramento, California, is surrounded by land
zoned as commercial and light industrial property.
SAAD is an electronic maintenance and repair
depot consisting of storage, maintenance, and
office facilities. Present operations include shelter
repair, electro-optics equipment repair, metal
plating, and treatment of metal plating wastes.
From approximately 1947 to 1972 paint sludges,
oil, grease wood, trash, solvents and other
industrial wastes were burned and disposed of on
site in burn pits. SAAD has since removed most
of the burned material from the burn pits. The
burn pits were subsequently covered with soil and
revegetated. Ground-water samples, collected by
SAAD from 1981 to 1984, indicated that several
chemical compounds were present at levels above
drinking water standards in two areas. The
primary contaminants of concern affecting the
ground water are VOCs including TCE and PCE.
The selected remedial action for this interim
remedy includes ground-water pumping and
treatment using ultraviolet light/chemical oxidation
followed by discharge to the regional treatment
plant and industrial reuse of the treated ground
water. The estimated capital cost of the remedy is
$1,764,000 with an estimated annual O&M cost of
$264,000.
Performance Standards or Goals
The overall quality of the ground water will
be restored to meet current drinking water
standards for TCE 5 ug/1 (MCL) and for PCE 4
ug/1 (state action level).
Institutional Controls
Not applicable.
297
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRanfo 390
SAN FERNANDO VALLEY (Area 1), CA
Second Remedial Action
June 30,1989
The San Fernando Valley Basin (SFVB) Area
1 site is one of four Superfund sites (including
SFVB Areas 2,3, and 4) being remediated as one
large site. The SFVB lies within the approximately
328,500-acre Upper Los Angeles River area. This
remedial action is for the Burbank Well Field
operable unit of the SFVB Area 1 site, located
within the city of Burbank, California, and
addresses a portion of the overall ground-water
problem in the SFVB Areas 1, 2, 3, and 4 sites.
The SFVB aquifer is an important source of
drinking water for approximately 600,000 residents
in nearby cities and is also used for commercial
and industrial purposes. Contaminated ground
water is difficult to replace in this area because
water from the metropolitan water district, an
alternate source of drinking water, may not always
be available due to periodic drought conditions
and state and federal water rights issues.
Contaminated ground water in the SFVB wells was
first discovered in 1980. Results of a ground-water
monitoring program conducted from 1981 through
1987 revealed approximately 50 percent of the
water supply wells in the eastern portion of the
SFVB were contaminated with TCE and PCE at
concentrations exceeding state and federal drinking
water standards. All of Burbank's production wells
have been shut down due to this VOC
contamination. In 1987, the primary contaminant
TCE was found in concentrations exceeding State
Action Levels (SALs) in 48 percent of the SFVB's
120 production wells, and PCE levels exceeded
SALs in 18 percent of the SFVB wells. In 1987,
EPA selected a remedy to address another
operable unit in Area 1, specifically the threat of
contaminated public water supply wells located in
the city of North Hollywood. The selected remedy
for the North Hollywood operable unit included
the construction of an extraction and aeration
facility to pump and treat contaminated ground
water in the North Hollywood area. The facility
has been operational since March 1989. The
remedy selected for the Burbank operable unit will
control the migration of contaminated ground
water in the SFVB where additional downgradient
public water supply wells are threatened by
contamination and will aid in aquifer restoration in
the immediate Burbank area. The primary
contaminants of concern affecting the ground
water are VOCs including TCE and PCE.
The selected remedial action for this site
includes pumping and treatment of ground water
contaminated with TCE exceeding 100 ug/1 or PCE
exceeding 5 ug/1 using air or stream stripping, with
vapor phase GAC adsorption units if air stripping
is used, and discharge to the municipal water
supply distribution system, and ground-water
monitoring. The estimated present worth cost for
this remedial action is $69,000,000, which includes
an estimated present worth O&M of $43,900,000
(for a 20-year period).
Performance Standards or Goals
The ground water will be treated to attain
MCLs including TCE 5.0 ug/l, and State Action
Levels (SALs) including PCE 4.0 ugA for treatment
plant effluent concentrations.
Institutional Controls
Not applicable.
298
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Progress Toward Implementing SVPERFUND
Fiscal Year 1989
NPLRank: 306
SOUTH BAY ASBESTOS AREA, CA
Second Remedial Action - Final
September 29,1989
The South Bay Asbestos Area site is at the
northern end of the Santa Clara Valley and at the
southern end of the San Francisco Bay, in San
Jose, California. The 550-acre site includes the
community of Alviso in the city of San Jose and
neighbors a national wildlife refuge, marshland,
and wetlands which support several endangered
and threatened species. The land surrounding
Alviso has been artificially raised with soil and
debris fill, some containing asbestos to offset the
effects of subsidence. From 1953 to 1982, the site
operated as an asbestos-cement pipe manufacturing
plant with asbestos-contaminated waste being
disposed of on site in three landfills. In 1983, the
state collected soil samples which revealed that
asbestos was randomly distributed throughout
Alviso, including the Alviso Rim levee. The state
also determined that the Guadulupe River levee
contained asbestos-contaminated waste debris and
soil. Contaminated soil from the levee was
removed and several emergency removal actions
followed to reduce exposure to asbestos. To
address the asbestos contamination at the site,
EPA divided remedial activities into two ROD.
The first ROD addressed contamination at the rim
levee. This second and final ROD addresses the
asbestos contamination found at the remainder of
the site. The primary contaminant of concern
affecting the soil, debris, and air is asbestos.
The selected remedial action for this site
includes paving approximately 128,500 square yards
of an asbestos-contaminated truck yard and
industrial yard; controlling dust emissions through
monthly wet sweeping of streets; off-site disposal
of asbestos-contaminated debris; air monitoring;
and implementation of deed restrictions and other
institutional controls. The estimated present worth
cost for this remedial action is $7,561,000 which
includes annual O&M costs of $134,900 for 30
years.
Performance Standards or Goals
Paving will be required for target areas with
high potential for soil disturbance and for areas
which are found to contain greater than one area
percent asbestos by polarized light microscopy.
Institutional Controls
Deed restrictions and other institutional
controls will be implemented.
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REGION 10
(Alaska, Idaho, Oregon, Washington)
NPLRank: 394
COMMENCEMENT BAY,
NEARSHORF/TIDEFLATS, WA
Second Remedial Action
September 30, 1989
The Commencement Bay, Nearshore/Tideflats
site is in Tacoma, Pierce County, Washington at
the southern end of the main basin of Puget
Sound. The site encompasses an active
commercial seaport and includes 10 to 12 square
miles of shallow water, shoreline, waterways and
adjacent land. Site contamination is the result of
a long history of industrial activity in the area.
More than 281 active industrial facilities are in the
area and approximately 34 of those are NPDES
permitted dischargers. Releases of hazardous
substances to the marine environment have
resulted in contamination of bottom sediment in
the waterways of the Tideflats Industrial Area, and
along the shoreline in the Nearshore Area. This
ROD represents two of six operable units for the
site and will address source control and marine
sediment contamination in the Nearshore/Tideflats
environment. Eight problem areas are being
addressed independently by this remedy. The
remaining operable units will address remedial
response to releases of hazardous substances
associated with the Tacoma tar pits and the
ASARCO Tacoma smelter. The primary
contaminants of concern affecting the sediment are
organics including PCBs and PAHs, and metals
including arsenic, mercury, lead, and zinc.
The selected remedial action for this site
includes an 8-year active clean-up phase for source
control and sediment remediation, and a 10-year
natural recovery phase. Source control
remediation includes the identification and control
of sources of contamination into the marine
environment at the site. Sediment remediation
includes a combination of natural recovery for
areas expected to recover naturally within a 10-year
period after source control measures are
implemented, and the utilization, as appropriate, of
four active sediment control alternatives to
remediate approximately 1,181,000 cubic yards of
contaminated sediment. The four sediment
confinement options include in situ capping,
(placement of clean material on top of existing
substrate), confined aquatic disposal (removal of
contaminated sediments with confined disposal in
shallow or open-water aquatic environments using
capping with clean dredged material), confined
nearshore disposal (removal and confined disposal
in the nearshore environment with capping and
diking), and removal and upland disposal
(transferring dredged material to a land-based
confinement facility. In addition, the remedy will
implement site use restrictions and source and
sediment monitoring. The estimated total cost for
sediment remediation at the site is $32,300,000,
which includes O&M costs for 10 years. Costs
associated with source control activities are not
included in this ROD because of the difficulty in
determining what proportion of total
source-related cost can be attributed directly to
achieving remedial objectives.
Performance Standards or Goals
Sediment quality objectives will be achieved
within 10 years following source control in each
problem area. Sediment clean-up levels were
developed for each of the confinement
technologies using the apparent effects threshold
(AET) approach. An AET is the sediment
concentration of a chemical above which
statistically significant biological effects are always
observed. A sediment clean-up level of 150 ug/kg
was derived for PCBs to attain a fish tissue
concentration objective of 36 ug/kg which
translates to a 10"S individual lifetime risk factor
for fish consumption. Other specific sediment
300
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
quality objectives include arsenic 57 mg/kg, lead Institutional Controls
450 mg/kg, and PAHs 17,000 ug/kg.
Site use restrictions will consist mainly of
public warnings and educational programs intended
to reduce potential exposure to site contamination,
particularly ingestion of contaminated seafood.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
NPLRank: 918
NORTHSIDE LANDFILL, WA
First Remedial Action - Final
September 30, 1989
The 345-acre Northside Landfill is in a mixed
residential and agricultural area, in the northwest
corner of the city of Spokane, Spokane County,
Washington. The landfill has been used since the
1930s by the city of Spokane and a variety of
private and public haulers for disposal of
residential and light commercial refuse. The
landfill is divided into four disposal units; refuse
unit, a grease skimmings unit, an old open burn
unit, and a sewage sludge unit. Only the refuse
unit is active; however, this unit is scheduled to
close by 1992. The western one third of the
landfill lies over the large Spokane
Valley-Rathdrum Prairie Aquifer (SVRPA). In
1978, EPA designated SVRPA as a sole source of
water supply for the Spokane-Coeur d'Alene area.
Investigations conducted in 1981 and 1983
indicated the presence of VOCs beneath the site
and in off-site residential wells located northwest
of the landfill. The city immediately supplied the
19 affected residences with bottled water and has
since extended municipal water lines to the area.
The primary contaminants of concern affecting the
ground water are VOCs including PCE, TCA, and
TCE. In addition, iron and lead exceed the
secondary drinking water standards off site.
The selected remedial action for this site
includes immediate closing of the inactive units of
the landfill with final closing of the active portion
by 1992; capping all disposal units; constructing an
interim pumping and treatment facility for ground-
water remediation until landfill closure effectively
reduces contaminants to below the MCLs, followed
by off-site discharge of treated water into the
Spokane River; ground-water monitoring;
providing an alternate supply of drinking water to
residences affected by the contaminated ground
water; implementing institutional controls to
restrict site access, protect the landfill cap, and
prevent construction of domestic wells in the
contaminated plume; and controlling landfill gas
emissions. The estimated present worth cost of
this remedy is $30,000,000.
Performance Standards or Goals
The selected remedy is expected to control
the migration of ground-water contaminants off
site and meet MCLs or AWQC, whichever is
applicable. Chemical-specific ARARs for ground
water include TCA 200 ug/1 (MCL) and TCE 5 ug/1
(MCL). The performance criteria for PCE is
stated as 5 ug/1.
Institutional Controls
Institutional controls will address the
installation of new wells within the contaminated
plume and restrict site access.
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Progress Toward Implementing SUPERFVND
Fiscal Year 1989
NPLRank: 694
NORTHWEST TRANSFORMER, WA
First Remedial Action - Final
September 15, 1989
The Northwest Transformer site (NWT), a
1.6-acre former salvage yard, is approximately
two miles south of Everson in Whatcom County,
Washington. The site is in a rural area and is
bordered by low-density residential areas to the
north and east, and farmland to the south. The
NWT site was used for transformer storage and
salvage. Storage and salvage operations were
conducted in an on-site bam where PCB-
contaminated dielectric fluid was drained from the
transformers before dismantling. Transformer
casings and associated parts were incinerated on
site, and some of the recovered oil was burned to
heat the barn. Spillage and leakage of PCB-laden
oil on the ground appeared to have occurred
frequently, and some oil apparently was dumped
directly into a seepage pit on site, contaminating
soil and possibly ground water. EPA performed
several soil and ground-water sampling studies
between 1977 and 1985 and identified PCB
concentrations as high as 38,000 mg/kg. In 1985,
EPA performed an Immediate Removal Action to
address the danger posed by PCB contamination,
including removing 1,400 cubic yards of PCB-
contaminated soil and debris, 6,660 gallons of
PCB-contaminated liquids, several contaminated
transformer casings, monitoring ground-water, and
imposing site access restrictions. In 1987, sampling
during an RI/FS identified sufficient PCB
contamination in the soil to warrant further site
remediation. This operable unit includes
investigations of ground water and the on-site
barn to determine whether either is sufficiently
contaminated to merit a subsequent operable unit.
The primary contaminant of concern affecting the
soil is PCB.
The selected remedial action for this site
includes excavation, consolidation, and treatment
of approximately 1,200 cubic yards of soil with a
PCB concentration greater than 10 mg/kg using in
situ vitrification; placement of two feet of clean fill
over the entire site; abandonment of an on-site
well; and ground-water monitoring and sampling of
the wood in the on-site barn to determine if a
second operable is necessary to address PCB-
contamination in these media. The estimated
present worth cost for this remedial action is
$771,000 for soil treatment only with no O&M
required.
Performance Standards or Goals
The contaminated soil will be treated until
the concentration of PCBs in the remaining
residue is less than 1 mg/kg. This concentration is
below the TSCA-required treatment concentration
of 2 mg/kg PCBs in contaminated materials.
Institutional Controls
Not applicable.
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
APPENDIX
D
EPA Annual Report to Congress:
Progress Toward Implementing
CERCLA at EPA Facilities
As Required by
CERCLA Section 120 (e) (5)
Table of Contents
1.0 Introduction 306
2.0 EPA Progress in Meeting Requirements of CERCLA Section 120
During Fiscal Year 1989 307
3.0 State-By-State Status of EPA Facilities Subject to Section
120 of CERCLA 308
Exhibit C-l 309
305
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
Appendix
D
1.0 Introduction
Section 120(e)(5) of the Comprehensive
Environmental Response, Compensation, and
Liability Act (CERCLA) of 1980, as amended by
the Superfund Amendments and Reauthorization
Act (SARA) of 1986, requires each department,
agency, or instrumentality responsible for
compliance with section 120 of CERCLA to
furnish an annual report to the Congress
concerning its progress in implementing the
requirements of that section.
Requirements of CERCLA Section 120(e)(5)
The annual reports to Congress required
by section 120(e)(5) of CERCLA are to include,
but need not be limited to, each of the following
items:
(A) A report on the progress in reaching
interagency agreements under CERCLA
section 120(e)(2);
(B) The specific cost estimates and budgetary
proposals involved in each interagency
agreement;
(C) A brief summary of the public comments
regarding each proposed interagency
agreement;
(D) A description of the instances in which no
agreement was reached;
(E) A report on progress in conducting
remedial investigations and feasibility
studies required by CERCLA section
120(e)(l) at National Priority List (NPL)
sites;
(F) A report on conducting remedial actions
at NPL sites; and
(G) A report on progress in conducting
remedial action at facilities which are not
listed on the NPL.
The annual report is also required to
contain a detailed description, on a state-by-state
basis, of the status of each facility subject to this
section, including a description of the hazard
presented by each facility, plans and schedules for
initiating and completing response actions,
enforcement status (where applicable), and an
explanation of any postponement or failure to
complete response actions.
Environmental Protection Agency Program
The Environmental Protection Agency
(EPA) has given high priority to maintaining
compliance with CERCLA requirements at its own
facilities. To ensure compliance, EPA uses its
Environmental Compliance Program to heighten
regulatory awareness, identify potential compliance
violations, and coordinate appropriate corrective
action schedules at its laboratories and other
research facilities.
As part of EPA's commitment to
environmental compliance, the Environmental
Compliance Program has instituted an
environmental auditing program to accomplish
many of its compliance objectives. Audits are
conducted at EPA facilities to identify potential
regulatory violations of federal (including
CERCLA), state, and local statutes. By
performing these detailed facility analyses, EPA is
better able to assist the facilities in complying with
environmental regulations.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
2.0 EPA Progress in Meeting
Requirements of CERCLA
Section 120 During Fiscal Year
1989
EPA is required to report on progress in
meeting the requirements of CERCLA section 120
in terms of interagency agreements, remedial
investigation/feasibility studies at NPL sites, and
remedial actions at NPL and non-NPL sites.
• EPA does not have any facilities listed on
the National Priorities List (NPL). As a
result, EPA has not entered into any
Interagency Agreements (lAGs) for
remediation that would require reporting
under CERCLA sections 120(e)(5)(A),
(B),(C), or (D).
• EPA did not have any facilities placed on
the NPL during fiscal 1989, and has not
been involved with remedial investigation/
feasibility study (RI/FS) or remediation
activities that would require reporting
under CERCLA sections 120(e)(5)(E) and
(F).
• For purposes of CERCLA section
120(e)(5)(G), only the following facilities
with past releases or documented
contamination will be included in the
discussion.
a. Environmental Photographic
Interpretation Center, Virginia
The EPA Environmental Photographic
Interpretation Center (EPIC) is located on the
Army's Vint Hills Farm Station in Warrenton,
Virginia. The Army, as owner of the facility, has
conducted a PA/SI and a contamination survey.
The status of NPL ranking and subsequent
remedial action by the Army is being researched.
EPIC has submitted a PA per direction
from the Environmental Compliance Program to
ensure that its past activities are disclosed for
congressional and public review.
b. Region 2 Environmental Service Division
Laboratory, New Jersey
The Region 2 laboratory occupies several
buildings on the Raritan Depot installation in
Edison, New Jersey. Originally, the Department of
Defense (DOD) owned the site and used it for
munitions testing and storage. GSA took
possession of the property in 1961 and in 1988
transferred 165 acres to EPA Although residual
contamination from past DOD and GSA activities
persists at the facility, EPA has not stored,
released, or disposed of any hazardous substances
on the property.
EPA Region 2 is in the process of
conducting (using DOD Defense Environmental
Restoration Program funds) a listing site
insepection (LSI) needed to rank the facility under
the HRS II. If placed on the NPL, the facility will
be remediated as required by EPA Region 2. If
NPL placement does not occur, the facility will be
remediated, as mandated by CERCLA, in
accordance with all state and local clean-up
criteria.
c.
Gulf Breeze Laboratory, Florida
The Gulf Breeze facility submitted its
preliminary assessment on April 17,1988. Testing
revealed that the contaminant concentrations are
below the levels of concern. Regional review of
the findings will determine what subsequent
actions are required.
d. Region 10 Environmental Services
Division Laboratory, Washington
The Region 10 laboratory is located on an
abandoned Navy submarine net depot and open
storage area. A PA has been conducted and an SI
has been completed: The SI indicated that current
trace levels of contamination offer no threat to
public health or the environment, regardless of the
pathway under consideration.
e. Region 10 Washington State University,
Washington
During the 1970s, Washington State
University provided a research plot for use by
EPA's Office of Research and Development. EPA
utilized the plot to study pesticide degradation.
The research was terminated in 1980. Although
this site is not identified in the federal facilities
docket and no data suggests any significant
307
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Progress Toward Implementing SUPEKFUND Fiscal Year 1989
migration of hazardous substances offsite, the
Agency is in the process of conducting a PA for
the research plot. Regional review of this PA will
determine the need for further action.
3.0 State-by-State Status of EPA
Facilities Subject to Section 120 of
CERCLA
EPA has identified 14 of its facilities that
it believes are subject to the requirements of
CERCLA section 120. These facilities along with
an indication of the type of problem, and progress
of activities required by CERCLA are presented by
state in Exhibit D-l.
308
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
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309
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
APPENDIX
E
Report of the
EPA Inspector General
Table of Contents
Summary of Results 312
Scope and Objectives 312
We Found That 313
CERCLIS Data Quality Work Group and Monthly Data Quality Audits 313
Annual Report Section 4.1: "Use and Development of Permanent Technologies" 314
Annual Report Preparation Process 315
311
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UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
WASHINGTON, D.C. 20460
THE INSPECTOR GENERAL
MEMORANDUM
SUBJECT:
FROM:
TO:
Audit Report No. EISFFO-11-0018-1100026
Review of Fiscal Year 1989 Superfund Report to Congress
John C.
Inspector Gferteral (A-109)
\J
William K. Reilly
Administrator (A-100)
Summary of Results
We have completed our review of the
Environmental Protection Agency's (EPA) report
to Congress on Progress Toward Implementing
Superfund: Fiscal Year 1989 (Annual Report).
Most of the portions of the Annual Report which
we reviewed were reasonable and accurate.
However, we have concerns about the
reasonableness and accuracy of sections of the
Annual Report containing information on the pre-
remedial, removal, and remedial programs, and on
the Superfund Innovative Technology Evaluation
(SITE) Program. Further, while the Report was
submitted late to Congress, the Agency has made
improvements in the process used to prepare the
Report.
Scope and Objectives
The objectives of our review were to
determine whether the Annual Report was
reasonable and accurate, as required by Section
301(h)(2) of the Comprehensive Environmental
Response, Compensation, and Liability Act
(CERCLA).
We began our review of an early draft of
the Annual Report on December 6, 1989, at EPA
Headquarters. We completed our review in
August 1990, by analyzing the final changes made
to the Annual Report.
Our work focused on fiscal year (FY) 1989
activities. We performed detailed audit work to
verify the accuracy of selected key information
presented in the Executive Summary and the
following Annual Report sections and related
Appendixes:
• 1.1: "Enforcement Program Activities;"
• 4.1: "Use and Development of Permanent
Technologies;"
• 4.1.5: "90-Day Study Activities;"
• 4.3: "Report on Facilities Subject to
Review Under CERCLA section 121(c);"
• 5.5.3: "Fiscal 1989 Superfund Contracting;"
and
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
• Appendix D: "EPA Annual Report to
Congress: Progress Toward Implementing
CERCLA at EPA Facilities."
We also reviewed the actions taken by the Office
of Emergency and Remedial Response to improve
the quality of the data in the CERCLA
Information System (CERCLIS). Where
appropriate, we compared information in this
Annual Report pertaining to FY87 and FY88 back
to those prior reports.
Throughout the course of our review, we
brought a number of concerns to the Report
Coordinator's attention. He satisfactorily
addressed all of these concerns, except the ones
discussed in this report.
Except as noted below, our work was
performed in accordance with the Government
Auditing Standards (1988 revision) issued by the
Comptroller General of the United States. Our
audit was limited to verifying the reasonableness
and accuracy of selected information in the Annual
Report. We did not perform extensive tests to
determine if internal controls are adequate.
We Found That
Key information contained in the Annual
Report on the following topics was generally
reasonable and accurate:
• enforcement program activities;
• the use and development of permanent
technologies, including the SITE Program
(except as noted below);
• activities undertaken in response to the
Administrator's study, A Management
Review of the Superfund Program, also
called "The 90-Day Study;"
• facilities subject to review under CERCLA
Section 121(c);
• Superfund contracting, especially the
contract laboratory program and the
Alternative Remedial Contracting
Strategy;
• EPA's implementation of CERCLA at its
own facilities; and
• statistics and accomplishments pertaining
to FY87 and FY88.
However, we have concerns about the
reasonableness and accuracy of selected CERCLIS
information, some information on the SITE
Program, and the Annual Report preparation
process.
CERCLIS Data Quality Work Group
and Monthly Data Quality Audits
Although we did not review the data in
CERCLIS this year, we nevertheless remain
concerned-about its accuracy. This data forms the
basis for much of the Annual Report sections on
pre-remedial, removal, and remedial
accomplishments.
In our reviews of the FY87 and FY88
Annual Reports, we identified problems with the
accuracy of CERCLIS data on the pre-remedial,
removal, and remedial programs. Significant
portions of the accomplishments claimed in those
reports were not supported by valid source
documents in the regions, and some
accomplishments were not recorded in the correct
fiscal year. In a few cases, accomplishments were
double counted in different years, or did not meet
the Agency's definition of an accomplishment at
all. In contrast, we found enforcement data in
CERCLIS to be much more accurate.
Throughout the course of these two
reviews, we brought our concerns to the attention
of the Office of Emergency and Remedial
Response (OERR) management. After the FY88
audit, OERR officials advised us that they were
taking two corrective actions: establishing a
CERCLIS Data Quality Work Group to review
input controls; and performing monthly data
quality audits. These actions did not occur,
however, in time to impact the FY89 data.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
We commend OERR for taking some
actions to improve the quality and reliability of the
CERCLIS data. However, based on our current
audit work, we do not believe that the actions
actually taken fully addressed our concerns.
Specifically, the work group has not yet visited the
regions to evaluate the input controls first hand,
even on a sample basis. We were, however,
advised that there are plans to visit three regions
to, among other things, test data entry procedures.
Also, the data quality audits are, for the most part,
checks for logic (i.e., programming correctness)
and data completeness. We do not consider these
to be sufficient checks for data accuracy, because
the data input to CERCLIS has not actually been
verified to the source documents. It is the
accuracy of the data input to CERCLIS that is of
concern to us, even more than the completeness
and processing of it.
OERR officials acknowledged that the
work group has not done any source document
data accuracy audits. They stated that the work
group has focused its efforts on: (1) report select
logic consistency; (2) audits of specific data groups;
(3) development of specialized data quality audit
reports to be used by regional staff to check on the
accuracy and completeness of their data; and (4) a
comprehensive audit report to measure the
accuracy of CERCLIS information. These officials
stated that in FY90 the regions have corrected
almost 60 percent of the errors identified in this
audit report at the start of the year. They
attributed many of the remaining errors to
problems in the downloading of financial data from
the new Integrated Financial Management System.
We reviewed examples of these computer-
generated audit reports. These reports help to
ensure that CERCLIS entries meet the official
Agency definitions of accomplishments and are
complete. However, we are still concerned about
the validity of the support for data entries in
CERCLIS, especially since a more detailed review
of the input controls themselves has not been
performed.
OERR officials further stated that virtually
all Superfund program management activities are
based on CERCLIS data, including allocation of
resources and management accomplishment
reporting. These officials added that CERCLIS
produces a set of monthly management reports
which are used to monitor the status of virtually all
aspects of the program in minute detail. In our
opinion, these statements demonstrate the
importance of accuracy in the CERCLIS data,
because even things like the number of full time
personnel each region has are based on CERCLIS
information.
The OERR officials also advised us that
responsibility for the accuracy of the CERCLIS
data lies with the regional offices. They added that
"while it is possible, and even likely, that there are
some inaccuracies in the data, the constant usage
of CERCLIS data for program and project
management purposes minimizes the possibility of
gross errors in the statistics presented in the FY89
Superfund Annual Report to Congress."
In its "Report on CERCLIS Reporting"
(audit report no. E1SFF9-15-0023-0100187, dated
March 12,1990), the OIG discussed more concerns
about the reliability of CERCLIS. The OIG stated
that there was an absence of good controls over
documentation, software changes, and testing.
Documentation at the programming level was
found to be poor; control over report programs
was inadequate; and formal testing and acceptance
procedures for new report programming or
changes to old reports did not exist. The auditors
concluded that material errors have arisen within
CERCLIS reports, and any information being
reported by the system must be considered suspect
and employed cautiously.
Annual Report Section 4.1: "Use and
Development of Permanent Technologies"
Annual Report section 4.1.1, "The
Superfund Innovative Technology Evaluation
(SITE) Program," presents Ogden Environmental
Services (Ogden) as being one of seven technology
developers who completed a field demonstration
during FY89. However, a recent OIG audit ("The
SITE Demonstration Program: Much Promise But
Delayed Results," Audit Report No. E1SKF9-11-
0031-0100228, dated March 28, 1990) found that
Ogden had withdrawn from the SITE Program
without ever doing a full-scale field demonstration.
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Progress Toward Implementing SUPERFUND
Fiscal Year 1989
In March 1989, Ogden performed a pilot
test of its technology at an off-site location. This
was not a full-scale field test at a hazardous waste
site, as is normally conducted in the SITE
Demonstration Program. During January 1990, we
learned that Ogden was withdrawing from the
SITE Program and would not demonstrate its
technology. This was confirmed in the January 12,
1990, SITE Program Quarterly Status Report that
shows the accomplishments and status of each
SITE project. This status report never mentioned
that the Ogden pilot-scale test was considered a
full-scale demonstration of the technology.
Further, an Ogden official advised us that they
were unable to proceed with the full-scale
demonstration.
We believe that the Office of Research
and Development is now considering Ogden's
March 1989, pilot test a full-scale demonstration.
However, we believe that this is incorrect, and as
a result the Annual Report is not accurate in
stating that Ogden's pilot test is equivalent to a
full-scale field demonstration.
Agency officials stated that the SITE
Program's report to Congress for FY89 properly
includes Ogden's demonstration as one of the
seven field demonstrations completed that year.
They maintained that the Demonstration Program
occurs in many stages that are not always readily
quantifiable. They added that to be consistent with
the SITE Program's report to Congress, it is
appropriate to retain Ogden as one of the
completed demonstrations in this Annual Report.
Annual Report Preparation Process
As we found in our reviews of the last two
Annual Reports, the process used to prepare this
year's was not fully effective. Although this
Annual Report was due to Congress January 1,
1990, it was not submitted to OMB until March
1990. One reason for this was because of the
lateness in issuing prior years' reports. In fact,
while the Report Coordinator was preparing the
FY89 Report, he was still devoting much of his
time to the FY88 Report (the FY88 Report did
not go to Congress until April 1990, 15 months
after it was due). Similar delays in preparing the
FY87 Report slowed the FY88 process.
However, this year's process was much
more efficient and effective than in the past. For
example, the delivery of the draft to OMB
occurred six months earlier than last year.
According to the Report Coordinator, centering
this year's Report around a definite theme (the
Superfund pipeline, i.e., the cleanup process from
site identification to actual remediation), having
increased resources to work on it, and simplifying
its format all contributed to a more timely and
readable report. We commend the Agency on the
actions taken to improve this process.
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APPENDIX
F
Office of Solid Waste and
Emergency Response Reply to the
Report of the Inspector General
317
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USE,
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
WASHINGTON, D.C. 20460
OCT | o 1990
MEMORANDUM
SUBJECT:
FROM:
TO:
Draft Audit Report No. E1SFFO-11-0018 -- Draft Review of Fiscal Year 1989 Superfund
Report to Congress
Don F
Assistant Administrator fdr
John C. Martin
Inspector General
Waste and Emergency Response
I reviewed your draft audit report on the
Fiscal Year 1989 Superfund Report to Congress.
I agree that the Office of Emergency and Remedial
Response (OERR) has made improvements in the
process used to prepare the Rep'ort. I appreciate
your commending the Agency for a much more
efficient and effective Report that is more timely
and readable.
I also appreciate your recognition that
OERR has taken actions to improve the quality
and reliability of the Comprehensive
Environmental Response, Compensation, and
Liability Act Information System (CERCLIS). I
agree that the CERCLIS Data Quality Work
Group has not done any source document data
accuracy audits. The Work Group has focused its
efforts on: (1) report select logic consistency;
(2) audits of specific data groups; (3) development
of specialized data quality audit reports to be used
by Regional staff to check on the accuracy of their
data; and (4) a comprehensive audit report
(AUDT-26) to measure the accuracy of CERCLIS
information. So far in FY90, the Regions have
corrected almost 60 percent of the errors identified
on AUDT-26 at the start of the year. Many of the
remaining errors are due to problems in the
download of financial data from the new Integrated
Financial Management System.
Responsibility for the accuracy of the data
lies with the Regional Offices. While no specific
source document audits have been performed,
virtually all Superfund program management
activities are based on CERCLIS data. Superfund
also produces a set of monthly management
reports from CERCLIS that monitors the status of
virtually all aspects of the program in minute
detail. In addition, the accomplishment of certain
key events are routinely and aggressively reviewed
for quality assurance and control on a quarterly
basis. Copies of all RODs are maintained in
headquarters. Regular calls between headquarters,
regional coordinators, and regions continually
validate key events, such as removal starts,
negotiation status, and remedial design and
remedial action starts. Documentation of many of
these events is available through reports, as well as
reviews of the financial management system. The
INSITE reporting package on the Headquarters
LAN not only allows managers to view the reports,
but also to call up all of the site and event specific
backup data for each of the data points on the
report. While it is possible, and even likely, that
there are some inaccuracies in the data, the
Printed on Recycled Paper
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
constant usage of CERCLIS data for program and
project management purposes minimizes the
possibility of gross errors in the statistics presented
in the FY89 Superfund Report to Congress. I
believe, therefore, that the CERCLIS data
presented in the FY89 Report is the best data
available.
In regard to your comments on the
Superfund Innovative Technology Evaluation
(SITE) Program, we understand the concerns you
express regarding the status of the Ogden
Environmental Services Demonstration. The
Office of Environmental Engineering and
Technology Demonstration, which is responsible
for the SITE program, maintains that the SITE
program Report to Congress, which is the source
for the FY89 Report, properly includes the
demonstration by Ogden as one of the seven field
demonstrations completed in FY89. The
demonstration program occurs in many Stages that
are not always readily quantifiable, and to maintain
consistency with the SITE Report, we have
retained Ogden Environmental as one of the
completed demonstrations in the FY89 Report.
I request that you finalize your draft audit
report, and we will publish it, as required by
statute, as an appendix to the Annual Report.
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APPENDIX
G
List of Sources
The following is a list of reference sources that were used in the preparation of this Report. Sources
for data used in graphics within the text are cited on the graphics and also listed below. Other references were
used for background information and also for fiscal year accomplishment data.
Statutes
Comprehensive Environmental Response, Compensation, and Liability Act, P.L. 96-510 (11 December 1980),
42 U.S.C. § 9601 et. seg.
Resource Conservation and Recovery Act, P.L. 94-580 (21 October 1976), 42 U.S.C. § 6901 et. seq.
Superfund Amendments and Reauthorization Act, P.L. 99-499 (17 October 1986), 42 U.S.C. § 11001 et. seq.
Rulemakings
"Reportable Quantity Adjustments," Proposed Rule, 52 FR 8140 (March 16, 1987).
"Technical Assistance Grants to Groups at National Priorities List Sites," Interim Final Rule with Request
for Comments, 53 FR 9736 (March 24, 1988).
"National Priorities List for Uncontrolled Hazardous Waste Sites," Final Rule, 52 FR 27620 (July 22,1987).
"Reporting Continuous Releases of Hazardous Substances," Proposed Rule, 53 FR 12868 (April 19, 1988).
"Reporting Exemptions for Federally Permitted Releases of Hazardous Substances," Proposed Rule, 53 FR
27268 (July 19, 1988).
"National Oil and Hazardous Substances Pollution Contingency Plan," Proposed Rule 53 FR 51394 (December
21, 1988).
"Hazardous Ranking System (HRS) for Uncontrolled Hazardous Substance Releases; Appendix A of the
National Oil and Hazardous Substances Pollution Contingency Plan," Proposed Rule, 53 FR 51962
(December 23, 1988).
"Designation of Extremely Hazardous Substances as CERCLA Hazardous Substances," Proposed Rule, 54 FR
3388 (January 23, 1989).
"Superfund Program; Regulations Governing Citizen Suits," Proposed Rule, 54 FR 3918 (January 26,1989).
321
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
"Cooperative Agreement and Superfund State Contracts for Superfund Response Actions," Interim Final Rule
with Request for Comments, 54 FR 4132 (January 27, 1989).
"National Priorities List for Uncontrolled Hazardous Waste Sites; Final Federal Facility Site Update," Final
Rule, 54 FR 10512 (March 13, 1989).
"Administrative Penalty Procedures," Interim Final Rule, 54 FR 21174 (May 15,1989).
Reportable Quantity Adjustment - Radionuclides; Final Rule, 54 FR 22524 (May 24, 1989).
"Arbitration Procedures for Small Superfund Cost Recovery Claims," Final Rule, 54 FR 23174 (May 30,1989).
"Citizen Awards for Information on Criminal Violations Under Superfund," Final Rule, 54 FR 26142 (June
21,1989).
"Worker Protection Standards for Hazardous Waste Operations and Emergency Response," Final Rule, 54 FR
26654 (June 23, 1989).
"Reporting and Liability Exemptions for Federally Permitted Releases of Hazardous Substances,"
Supplemental Notice of Proposed Rule, 54 FR 29306 (July 11,1989).
"National Priorities List for Uncontrolled Hazardous Waste Sites: Update #9 -- Federal Facility Sites,"
Proposed Rule, 54 FR 29820 (July 14, 1989).
"Reportable Quantity Adjustments," Final Rule, 54 FR 33418 (August 14, 1989).
"Reportable Quantity Adjustments; Delisting of Ammonium Thiosulfate," Final Rule, 54 FR 33426 (August
14, 1989).
"Reportable Quantity Adjustments," Proposed Rule, 54 FR 35988 (August 30, 1989).
"Response Claims Procedures for the Hazardous Substance Superfund," Proposed Rule, 54 FR 37892
(September 13, 1989).
"Technical Assistance Grants to Groups at National Priorities List Sites," Amendments to the Interim Final
Rule with Request for Comments, 54 FR 49848 (December 1, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan," Final Rule, 55 FR 8666 (March 8,
1990).
"Reporting Hazardous Substance Activity When Selling or Transferring Federal Real Property," Final Rule,
55 FR 14208 (April 16, 1990).
"Amendment to National Oil and Hazardous Substance Pollution Contingency Plan; National Priorities List,"
Final Rule, 48 FR 40658 (September 8, 1983).
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List,"
Final Rule, 49 FR 37070 (September 21, 1984).
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; the National Priorities
List," Proposed Rule, 49 FR 40320 (October 15, 1984).
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Progress Toward Implementing SUPERFVND Fiscal Year 1989
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List,"
Final Rule, 50 FR 6320 (February 14, 1985).
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List,"
Proposed Rule, 50 FR 14115 (April 10, 1985).
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List,"
Final Rule, 50 FR 37630 (September 11, 1985).
"Amendment to National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List,"
Proposed Rule, 50 FR 37950 (September 18, 1985).
"National Priorities List for Uncontrolled Hazardous Waste Sites -- Final Update No. 5," Final Rule, 54 FR
13296 (March 31, 1989).
Memoranda
Memorandum; Subject: The Role of Expedited Response Actions Under SARA; From: Henry L. Longest
II, Director, Office of Emergency and Remedial Response; To: Advisees; OSWER Directive 9360.0-15;
OERR; April 21, 1987.
Memorandum; Subject: Removal Program Priorities; From: J. Winston Porter, Assistant Administrator; To:
Regional Administrators, Regions I-X; OSWER Directive No. 9360.0-18; OSWER; March 31,1988.
Memorandum; Subject: Proposed Expedited Response Actions at NPL Sites in Region VII; From: David A.
Wagoner, Director, Waste Management Division; To: Henry L. Longest, II, Director, Office of
Emergency and Remedial Response; OSWER Directive 9360.0-1; Region VII; May 20, 1988.
Memorandum; Subject: Guidance on Non-NPL Removal Actions Involving Nationally Significant or
Precedent-Setting Issues; From: Henry C. Longest, II, Director, Office of Emergency and Remedial
Response; To: Director, Waste Management Division, Regions I, IV, V, VII, VIII; Director,
Hazardous Waste Management Division, Regions III, VI; Director, Emergency and Remedial
Response Division, Region II; Director, Hazardous Waste Division, Region X; Director,
Environmental Services Division, Region I, VI, VII; OSWER Directive 9360.0-19, March 3, 1989.
Memorandum; Subject: LDR Soft Hammer Checklist; From: Timothy Fields, Jr., Director Emergency
Response Division; To: OHM Coordinators, Regions I-X, Joseph Lafornara, Environmental
Response Team, March 15, 1989.
Memorandum; Subject: Policy for Superfund Compliance with the RCRA Land Disposal Restrictions; From:
Jonathan Z. Cannon, Acting Assistant Administrator; To: Region Administrator, Regions I-X,
OSWER Directive 9347.1-02, April 17, 1989.
Memorandum; Subject: Final Guidance on Implementation of the "Consistency" Exemption to the Statutory
Limits on Removal Actions; From: Johnathan Z. Cannon, Acting Assistant Administrator; To:
Regional Administrators, Regions I-X, OSWER Directive No. 9360.0-12A1, June 12, 1989.
Memorandum; Subject: Draft Guidance on CERCLA § 106(a) Administrative Orders for Removal Actions;
From: John Cross, Office of Waste Programs Enforcement; To: Oil and Hazardous Materials
Coordinators, Regions I-X, June 19, 1989.
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Progress Toward Implementing SUPERFUND Fiscal Year 1989
Memorandum; Subject: Unaddressed NPL Sites, From: J. Winston Porter, Assistant Administrator; To:
Regional Administrators, Regions I-X; OSWER Directive 9200.2-01, July 6, 1989.
Memorandum; Subject: Use of Removal Approaches to Speed Up Remedial Action Projects; From:
Jonathan Z. Cannon, Acting Assistant Administrator; To: Regional Administrators, Regions I-X;
OSWER Directive 9355.0-25A; July 6, 1989.
Memorandum; Subject: Action Memorandum Guidance and Removal Procedures Strategy; From: Timothy
Fields, Jr., Director, Emergency Response Division; To: Adressees, July 18, 1989.
Reports
"A Management Review of the Superfund Program," May 1989.
"A Management Review of the Superfund Program," Implementation Plan, September 1989.
Superfund Program Report-Regional Branch Chiefs, Quarterly Update, OERR.
FY88 ROD Summary Report, HSCD/OERR, March 1989.
FY89 ROD Annual Summary Report, HSCD.
Progress Toward Implementing Superfund: Fiscal Year 1987, OERR, April 1989.
Progress Toward Implementing Superfund: Fiscal Year 1988, OERR, April 1990.
Guidance Documents
Superfund Remedial Design and Remedial Action Guidance, OSWER Directive 9355.0-4A, OERR, June
1986.
Preliminary Assessment Guidance for Fiscal Year 1988, OSWER Directive 9345.0-01, OERR, January 1988.
Guidance on Preparing Superfund Decision Documents: The Proposed Plan and the Record of Decision
(Review Draft), OERR, March 1988.
Guidance for Conducting Remedial Investigations and Feasibility Studies Under CERCLA (Draft), OSWER
Directive 9355.3-01, OERR, March 1988.
Interim Guidance on Administrative Records for Selection of CERCLA Respone Actions, OSWER Directive
9833.3A, OERR, March 1, 1989.
Completion and Deletion Status of National Priorities List Sites, HSCD/OERR, September 1, 1989.
Interim Final Guidance on Indian Involvement in the Superfund Program, OSWER Directive 9375.5-02,
October 18, 1989.
Revised Interim Final Guidance on Indian Involvement in the Superfund Program, OSWER Directive 9375.5-
02A, November 1989.
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Other Sources
Management of Construction in the Superfimd Program (Training booklet), HSCD, July 31, 1986.
"The New Superfund: Protecting People and Their Environment;" EPA Journal, Office of Public Affairs,
January/February 1987.
"Superfund: Looking Back, Looking Ahead;" Reprinted from EPA Journal, Office of Public Affairs, April
1987.
"Federal Facilities Added to the National Priorities List;" 52 FR 27620 (July 22, 1987).
Pre-Remedial Strategy for Implementing SARA, OSWER Directive 9345.2-01, OSWER, February 12,1988.
"Federal Agency Hazardous Waste Compliance Docket;" EPA initial list of Federal Facilities Under CERCLA
Section 120(c), 53 FR 4280 (February 12, 1988).
Community Relations in Superfund: A Handbook (Interim Version), OSWER Directive 9230.0-3B, OERR,
March 1988.
"EPA revises policy for listing RCRA sites on NPL," Hazardous Intelligence Materials Reports, August 5,1988.
"Superfund Program Status: Regional Branch Chiefs Quarterly Update;" OSWER, October 24,1988.
Superfund Site Completions and Deletions from the October 25,1988 National Priorities List, HSCD/OERR,
October 25, 1988.
"Availability of Final Versions of Toxicological Profiles," Notice, 54 FR 14037 (April 6, 1989).
"Availability of Final Versions of First 25 Toxicological Profiles," Notice, 54 FR 26417 (June 23, 1989).
"Availability of Final Versions of Toxicological Profiles," Notice, 54 FR 49816 (December 1, 1989).
"Hazard Ranking System (HRS) for Uncontrolled Hazardous Substance Releases; Field Test Report," Notice
of Availability of Data and Request for Comment, 54 FR 37949 (September 14, 1989).
"Federal Agency Hazardous Waste Compliance Docket;" First six-month update of list of Federal Facilities
Under CERCLA Section 120(c) and revisions to initial list, 53 FR 45364 (November 16, 1988).
"Federal Agency Hazardous Waste Compliance Docket," Notice of Second Update of the Federal Agency
Hazardous Waste Compliance Docket Pursuant to CERCLA Section 102(c), 54 FR 51472 (December
15, 1988).
"1989-1993 Training Strategy;" OSWER.
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from the National Priorities List, 53 FR 51780 (December 23, 1988).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from the National Priorities List, 54 FR 2124 (January 19,1989).
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"Presque Isle Superfund Site; National Priorities List Deletion," Notice of Deletion of Site from the National
Priorities List, 54 FR 6521 (February 13, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from the National Priorities List, 54 FR 7424 (February 21, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 7548 (February 22, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 7549 (February 22, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 11203 (March 17, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 11949 (March 23, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 23212 (May 31, 1989).
"National Oil and Hazardous Substances Pollution Contingency Plan; National Priorities List Update," Notice
of Deletion of Site from National Priorities List, 54 FR 38994 (September 22, 1989).
Agency Review of SARA Capacity Assurance Plans, OSWER Directive 9010.00A, October 16, 1989.
Solicitations for Research Grant Proposals -1990, Exploratory Research Grants, EPA/60019-89/074, August
1989.
"Highlights of Superfund Grants Programs," ORD, September 1989.
Superfund Innovative Technology Evaluation (SITE) Program, EPA Research Symposium, EPA 540/889/002,
April 10-12, 1989.
Political Subdivision-Lead for Remedial Response, OSWER Directive 9375.5-03, May 1, 1989.
State and Local Involvement in the Superfund Program, OSWER Directive 9375.01/FS, Fall 1989.
An Analysis of State Superfund Programs: 50-State Study, Prepared by the Environmental Law Institute for
HSCD, August 1989.
Active Superfund Contractor Listing FY 1988-1989, EPA Office of Administration.
EPA Superfund Budget Documents.
EPA Superfund Budget Analysis Resource System.
List of FY88 Requests, Superfund Docket and Information Center.
Superfund Comprehensive Accomplishments Plan.
CERCLA Information System.
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Congressional Budget Submissions.
EPA Contract Laboratory Program, Sample Management Office.
Final Strategic Targeted Activities for Results System.
Removal Tracking System, Emergency Response Division.
U.S. Environmental Protection Agency Strategic Planning and Management System.
1989 Report to Congress on Superfund Innovative Technology Evaluation (March 1990), "Highlights of
Superfund Grants Program; ORD.
"Superfund Environmental Indicators Evaluation of Public Response," April 1989, Westat, Incorporated.
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