EPA Superfund
      Record of Decision:
                                PB97-964024
                                EPA/541/R-97/203
                                January 1998
       North Belmont PCE Site
       North Behnont, NC
       9/24/1997

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NORTH BELMONT PGE SITE
   NORTH BELMONT; GiASTOivj COUNTY
        NORTH CAROLINA
  RECORD OF DECISION
          REGION IV
        ATLANTA, GEORGIA
        SEPTEMBER, 1997

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                                                            5  9      0002
 DECLARATION FOR THE RECORD OF DECISION
SITE NAME AND LOCATION

North Belmont PCE Site
North Belmont, Gaston County, North Carolina
STATEMENT OF BASIS AND PURPOSE

      This decision document presents the selected remedial action for the North Belmont
PCE Site in North Belmont, Gaston County, North Carolina, chosen in accordance with the
Comprehensive Environmental Response, Compensation and Liability Act of 1980
(CERCLA), as amended by the Super-fund Amendments and Reauthorization Act of 1986
(SARA) and, to the extent practicable, the National Contingency Plan (NCP).  This decision
is based on the administrative record file for this Site.

      The State of North Carolina concurs with the selected remedy.
                        \
ASSESSMENT OF THE SITE

      Actual or threatened releases of hazardous substances from this Site, if not
addressed by implementing the response action selected in this Record of Decision, may
present an imminent and substantial endangerment to public health, welfare, or the
environment.
DESCRIPTION OF THE SELECTED REMEDY

      This remedy addressees the principle threat posed by the Site.  The major threat is
the contaminated ground water emanating from beneath the Site.

      The major components of the selected groundwater remedy include:

•     Installation of an in-well vapor stripping system to treat contaminated groundwater
      that is above Maximum Contaminant Levels or the North Carolina Groundwater
      Standards, whichever are more protective for each particular contaminant;

•     In-situ bioremediation;
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997

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                                                              5  9      0003

      Connection of affected residences, businesses, churches, etc currently not on city
      water to the City of Belmont or Gaston County public water supply;

      Optional wellhead treatment for affected private wells; and

      Continued analytical monitoring for contaminants in groundwater.
STATUTORY DETERMINATIONS

      The selected remedy is protective^ human Wealth and the environment, complies
with Federal and State requirements that are legally applicable or relevant and appropriate
to the remedial action, and is cost-effective.  This remedy utilizes permanent solutions and
alternative treatment technolog^|gpe2rnaximurn extent practicable, and satisfies the
statutory preference for remedjep|ia1t ;ernploy treatmentthat reduces toxicity, mobility, or
volume as a principal element. Since this remedy may result in hazardous substances
remaining on-site above health based levels, a review will be conducted within five years
after commencement of remedial action to ensure that the remedy continues to provide
adequate protection of human health and the environment    f >;    |
Richard D. Green, Acting Director                        Date
Waste Management1!}!'!
North Belmont PCE Site
Record of Decision
North Belmont. Gaston County. NC
September, 1997

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                                                             .5   9      0004

TABLE OF CONTENTS
SECTION
1.0









2.0




3.0
4.0

5.0









6.0





SITE NAME, LOCATION AND DESCRIPTION
A. Introduction
B. Site Description
C. Demography
D. Surrounding Land/Water Use
E. Topography
F. Climate
G. Geology
H. Hydrogeology : ;
I. Hydrology ^••••^)JP"':'''''- ^'^ ' •
SITE HISTORY AND ENFORCEMENT ACTIVITIES
A. Site History
B. Previous Investigations
C. Site Regulatory Actions
. V . .:::•'•....-. :--;. .............
\ ; •.--•.•---. • • .
HIGHLIGHTS OF COMMUNITY PARTICIPATION
SCOPE AND ROLE OR RESPONSE ACTION
WITHIN SITE STRATEGY
SUMMARY OF SITE CHARACTERISTICS
A. Source Area/Soil Investigation
B. Surface Water and Sediment Investigation
C. Residential Well Survey
D. Private Well Sampling
E. Shallow Groundwater Investigation
F. Top-of-Bedrock Groundwater Investigation
G. Bedrock Groundwater Investigation
H. Other Constituents in Groundwater
1. Ecological Survey
SUMMARY OF SITE RISKS
A. Chemicals of Concern
B. Exposure Assessment
C. Toxicity Assessment
D. Risk Characterization
F. Conclusions
PAGE NO.
1-1
1-1
1-1
1-4
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3-1

4-1
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North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997

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                                                        5  9     0005

                      TABLE OF CONTENTS CONT'D


SECTION                                                  PAGE NO.

7.0  APPLICABLE OR RELEVANT AND
      APPROPRIATE REQUIREMENTS (ARARS)                      7-1

8.0  REMEDIAL ACTION OBJECTIVES                              8-1

9.0  DESCRIPTION OF ALTERNATIVES                             9-1
      A  Alternative 1  - No Action      :!;;;;                      9-1
      B.  Alternative 2 - Limited Action      ;j;:                      9-2
      C.  Alternative 3 • Groundwater Exposure Abatement              9-2
      D.  Alternative 4 - Groundwater Exposure Abatement
         and Groundwater Treatment                              9-2

10.0 SUMMARY OF COMPARATIVE ANALYSIS OF ALTERNATIVES       10-1
      A.  Alternative 1  - No Action                                 10-2
      B.  Alternative 2 - Limited Action                              10-4
      C.  Alternative 3 - Groundwater Exposure Abatement              10-6
      D.  Alternative 4 - Groundwater Exposure Abatement
         and Groundwater Treatment                              10-8
      E.  Comparative Analysis of Alternatives                        10-10

11.0 THE SELECTED REMEDY                                    11-1
      A  Groundwater Remediation                                11-1
      B.  Additional Sampling Requirements                          11-5

12.0 DOCUMENTATION OF SIGNFICANT CHANGE                    12-1

APPENDIX A - RESPONSIVENESS SUMMARY
APPENDIX B - AUGUST 7,1997 PUBLIC MEETING TRANSCRIPT
APPENDIX C - STATE CONCURRENCE
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997

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                                                            5  9      GUG6

                       TABLE OF CONTENTS CONT'D
FIGURES
1-1 Site Location Map
1-2 RI/FS Study Area
2-1 1991 Investigation
2-2 1996 Residential Well Sampling
5-1 Soil Sampling Locations
5-2 SW/Sed Sampling Locations
5-3 Residential Well Survey
5-4 Shallow Temporary Well Locations
5-5 Shallow PCE Isopleth
5-6 Monitoring Well Locations
5-7 Top of Bedrock PCE Isopleth
5-8 Bedrock PCE Isopleth
5-9 1,1-DCE Concentrations in Top of Bedrock
5-10 1,1-DCE Concentrations in Bedrock
5-1 1 Trichlorofluoromethane Concentrations in Bedrock
5-12 Ecological Survey Locations
; <> A '".'::—> ' ... ; :; • '-'.
TABLES
5-1 1996 Residential Well Sampling Results
5-2 Main Contaminants in the Shallow GW Plume
5-3 Main Contaminants in the Temp Top of Bedrock Plume
5-4A Main Inorganic Contaminants in Perm TOB Plume
5-4B Main Organic Contaminants in Perm TOB Plume
5-5A Main Organic Contaminants in Bedrock Plume
5-5B Main Inorganic Contaminants in Bedrock Plume
6-1 Exposure Point Concentrations in GW
6-2 Exposure Point Concentrations in Soil
6-3 Carcinogenic Toxicity Assessment
6-4 Noncarcinogenic Toxicity Assessment
6-5 Cancer and Noncancer Risks
6-6 Quantified Risk for Each Chemical of Concern
7-1 Chemical-specific ARARs
7-2 Location-specific ARARs
7-3 Action-specific ARARs
8-1 Remediation Goals for Groundwater
9-1 Remedial Action Alternatives for Groundwater
10-1 Comparative Analysis for Groundwater
11-1 Capital Costs for Selected Remedy
11-2 Remedial Action Operation Costs
PAGE NO.
1-2
1-3
2-2
2-4
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5-4
5-5
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5-9
5-11
5-13
5-15
5-17
5-18
5-19
5-20

PAGE NO.
5-6
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North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997

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                                                                5   9      0007


 1.0  SITE NAME, LOCATION, AND DESCRIPTION	•-_	


  A.    Introduction

       The North Belmont PCE Site (hereinafter referred to as the "Site" or the "North
 Belmont Site") consists of two closed dry cleaning operations located in North Belmont,
 Gaston County, North Carolina (latitude 35'16'24.5" and longitude 81°03'04.5").  These two
 areas are referred to as "Source Area A" and "Source Area B" (Figure 1-1).

  B.    Site Description

       Source Area A is located at Roper's Shopping Center in Land Lot 5,  Parcel 15-18A
 on Woodlawn Avenue. The shopping center includes Roper's Furniture  Store, a Baptist
 church, and a cabinet  manufacturing shop. The former dry cleaner facility is approximately
 0.75 acres in size and is bounded to the east and west by residential neighborhoods; to the
 north by a cemetery and an undeveloped wooded tract; and to the south by  North Belmont
 Elementary School.       .

       Two mobile homes are located on the property in the back of the  shopping center,
 each occupied by one tenant. There was believed to be a buried septic tank behind the
 shopping center building near the mobile homes. A flea market is held on the lawn
 between the shopping center and the elementary school five days per week. The shopping
 center is fenced along the southern and eastern boundary. The western portion of the
 shopping center is covered with an asphalt parking lot, and the eastern portion is covered
 with  soil and grass. The terrain is relatively flat with a gentle slope toward the northeast to
 an unnamed tributary of Rtes Creek.

       Source Area B is located  at the northeastern corner of Acme Road and Suggs Road
 in Land Lot 11, Parcel 15-18. This parcel has been  converted to residential property. The
 majority of the area surrounding Source Area B is residential with a few small businesses.
 A cabinet shop is located to the north.

       In addition, a previous refrigerator repair shop and a machine shop were also
 suspected to be potential sources of contamination. The refrigerator repair shop, now
 closed, is located at the intersection of Julia Street and Acme Road in land lot 15-18A
 parcel  #32. This is a small commercial strip area with residential property surrounding the
 Site, except for a cabinet shop and a well drilling company located to the east. The
 machine shop is located at the corner of Acme and Centerview Roads and is encompassed
 by residential neighborhoods.  Figure 1-2 shows the approximate RI/FS  study area.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997

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                                 5 9
OUOS
      SOURCE AREA
                     NORTH BELMONTPCE
                     '•-•• --.  "A" ~v
                          o.
                                     NOTE: NOT TO SCALE
 SOURCE: D«LORME MAP EXPERT
&EPA
              RGURE 1-1. SITE LOCATION MAP

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 •2 LOT NUUBMS

 • FWXOUS MV CUAMNO FACUICS

 A IWEMOUS RCfRKXRAfM MPMM FAOUIT

 • MACHMC SHOP
  SCALE
«   250  300
                                             FIGURE 1-2
                                             RI/FS STUDY AREA
xEPA

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                                                           5   9      OU10

  C.   Demography

     The Site is located in Gaston County, North Carolina, which had a 1990 census
population of 175, 093. The town of Belmont had a population of 8,434, with 3,040
households.

     Based upon a house count from USGS topographic maps, the population within one
mile of the North Belmont Site is estimated to be 3,718.  The nearest residence is located
on the Site.

  D. Surrounding Land/Water Use

     The principal land use in the immediate vicinity of the Site is residential. Some
commercial uses occur along Woodlawn Avenue and along Acme Road.

  E.  Topography

     Gaston County, North Carolina lies in the central portion of the Piedmont
Physiographic Province between the Appalachian Mountains to the west and the Atlantic
Coastal Plain to the east. The Piedmont is primarily characterized as rolling uplands
although the county's western area contains some northeast trending ridges. The elevation
of Source Area A is approximately 760 feet above mean sea level (msl), and the elevation
of Source Area B is approximately 730 feet above msl. The elevations within a one-mile
radius of the Site range from 600 to 800 feet above msl.  The topography of the Site is
composed of low ridges accentuated by numerous small stream valleys. In general, the
topographic changes are gradual, except for occasional steep-sided stream valleys.
Specifically, the site topography is dominated by a ridgeline on the western half of the Site.
The former Untz Dry Cleaning facility, located within the  present Roper Shopping Center,
was located along the center of the ridgeline. East of this ridgeline, the topography is
dominated by slopes trending from the southwest to the northeast towards a small tributary
of Fites Creek (unnamed tributary "A") that has headwaters adjacent to the Roper location.

     The unnamed tributary lies along the northern edge of the Site and flows to the east.
Site topography along the eastern perimeter is also affected by the presence of another
small stream along the extreme eastern edge of the Site. This stream, which is also an
unnamed tributary of Fites Creek (unnamed tributary "B"), flows northeast and into the
aforementioned stream. West of the ridgeline the topography slopes to the west and
eventually towards another stream further to the west.

  F.  Climate

     The climate is moderate with approximately one half of the winter days falling below
freezing.  Little snow falls and the occasional heavy snow usually melts within one or two
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                     1-4

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                                                             59      0011

days. The average freeze-free period is 216 days. The summers are warm with
temperatures into the 90°F range.

  G. Geology

     The Site is located within the central portion of the Charlotte Belt of North Carolina.
The rock types that underlie this terrain are dominated by granitic type rocks,
metavolcanics, and gneisses and schists of  varying types. The rock types are of varying
metamorphic grade and all rock units trend parallel with the strike of the Appalachian
Mountains, which is typically northeast to southwest. These same units typically dip to the
southeast along with  the regional topographic trend.  Structurally, the area is complex with
rock units displaying  one or two types of metamorphism or structural changes, such as
faulting or folding.  A large, unnamed fault is located approximately six miles to the west of
the Site.             •        ,;;: :•••..•:•;•/;:.;;      "'•!•:•&--" .

     According to the Geologic Map of North Carolina (1985), the Site is underlain by
foliated to massive metamorphosed quartz diorite and massive to weakly foliated,
hornblende rich granitic type rock. These rock units have undergone periods  of
deformation that have produced folding and fracture planes in the rock, as well as brittle
zones where the rock is actually crushed, sheared, or faulted in some manner. As these
rock types become weathered, soil profiles develop that are characteristic of the original
rock (also referred to as saprolite). For example, the granite rock tends to weather to a clay
rich loam or a dry rich sand, especially with depth. The sand originates from quartz content
within the original parent rock; in some cases, larger grains of quartz sand can be found in
the saprolite.

     As described above, the bedrock types have been fractured during metamorphic
phases and, in some cases, the fracture places have been "reseated" by quartz.  As the
rock weathers, these quartz fillings are retained in the soil indicating that fractures existed
in the rock.  In addition, remnant fractures can be seen in the soil profile without quartz
infilling as indicated by the presence of iron  staining along the fracture plane.  The iron
staining, which is also referred to as the mineral limonite, is a result of groundwater
leaching iron from the surrounding material, and as the groundwater travels along a
fracture plane, the iron is being redeposited along the plane.  Fracture planes were also
detected during drilling as zones of weak to  incompetent rock that were not resistant to the
cutting action of the drill bit. These fracture  zones, or secondary porosity features, were
typically saturated.

     During the field activities, the soil profile varied with each location; however, a
common pattern was observed. From top to bottom, the materials consist of a saprolite
layer, a partially weathered rock zone, and the underlying fractured crystalline bedrock.
The saprolite is clay-rich, residual material derived from in-place weathering of bedrock.
Typically,  the saprolite is silty clay near the surface. With increasing depth, the amount of


North Behnont PCE Site
Record of Decision
North Betmont, Gaston County, NC
September, 1997                                                                       1-5

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                                                           59      0012

 mica, silt, and fine-grained sand and gravel tend to increase. Remnant fracture planes with
 quartz infilling appear in this layer. The saprolite zone is thickest (approximately 125 feet)
 along the ridgeline on the western edge of the Site, thinning towards the lower elevations or
 stream valleys to approximately 30 feet in thickness.  Underlying the saprolite is a partially
 weathered rock layer derived from the weathering of bedrock that ranges in thickness from
 approximately 10 to 50 feet. This layer is composed of saprolite and fragments of
 weathered bedrock.  Particle sizes range from silts and clays to large boulders of
 unweathered bedrock. The weathering occurs in bedrock zones less resistant to physical
 and chemical degradation (i.e., fault zones, stress relief fractures, and mineralogic zones).

     The predominant rock types, based on rock cores obtained during bedrock monitoring
 well drilling, appear to be metamorphosed quartz diorite and metamorphosed granite or
 granitic gneiss. The  bedrock is fractured and these fractures contain quartz deposits that
 remain unweathered in the  saproiite.  The rock quality designation (ROD) which is the
 measure of the quality of a rock mass ranged from 0 to 45 percent;  ROD values less than
 50 percent indicate very poor to poor rock and generally high in fractures.

  H.  Hydrogeology

     Regionally, the water bearing units that underlie the Site and surrounding areas
 represent an aquifer  system consisting of metamorphosed and fractured quartz diorite and
 granitic type rocks in varying proportions and thicknesses.  Geologic structures that
 produce high-yielding wells include contact zones of multilayered rock units, zones of
 fracture concentration, and  stress-relief fracture zones.  According to LeGrand and
 Mundorff (1952), wells in Gaston County that are set within granite have an average depth
 of 165 feet and an average yield of 18 gallons per minute. Within this area, LeGrand and
 Mundorff indicate that well depths range from 85 to over 1,000 feet and that well yields
 range from 2.5 to 116 gallons per minute. The aquifer system underlying the Site generally
 consists of the saprolite/partially weathered rock aquifer and the underlying bedrock
 aquifer; however, interconnection between these units is likely which would influence
 contaminant transport.

     In the Site area, the top of the water table is typically found in the saprolite aquifer
 and will generally mimic the overlying land surface. The depth to water across the area
 ranges from approximately  3 to 35 feet below ground surface. The relatively shallow
 depths to water occur within the basin of the stream located along the northern edge of the
 Site. The greatest depth to water is found along the ridgeline on the western portion of the
 plume area, the location of the Roper's Shopping Center and North Belmont Elementary
 School.

     Using groundwater elevations collected in November 1996 and potentiometric maps
 drawn from these groundwater elevations, groundwater within the saprolite and bedrock
 aquifer generally flows to the northeast to east across the site. Based upon the
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                     1-6

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                                                          59      GUIS

potentiometric contours, Roper's Shopping Center appears to be positioned within the top
of a localized groundwater mound with potentiometric contours emanating in a semi-circular
pattern from this point.  Insufficient data of groundwater elevations along the western edge
of the Site prevent completion of the potentiometric contours.

     Based on depth-to-water measurements for monitor wells MW-13 and MW-21,
groundwater discharges from the saprolite and bedrock aquifers into the small,stream along
the northern edge of the Site; however, fractures present in the partially weathered rock
and bedrock will affect the direction of groundwater flow and relict fractures present in the
saprolite may also control groundwater flow directions.  According to Harned (1989), while
working in the Piedmont Province of Guilford and Mecklenburg Counties of North Carolina,
most of the natural flow in the bedrock system is probably confined to  the upper 30 feet of
bedrock where fractures are concentrated, and the overlying transition zone which
apparently has the highest hydraulic conductivity of any part of the hydrogeologic system.

 I.  Hydrology

     The Site is located between the Catawba River and the South Fork of the Catawba
River. Gaston County is drajned by the Catawba River, which flows north to south and
forms the east boundary of Gaston County. Surface water drainage from the Site is to an
intermittent creek  (unnamed tributary "A") located approximately 1000 feet to the north.
The intermittent creek flows 0.5 miles east and joins another intermittent creek (unnamed
tributary "B") to form an unnamed perennial stream.  The unnamed stream continues
approximately 0.75 miles to the confluence with Fites Creek. The surface water pathway
continues along Fites Creek approximately 1.5 miles where it merges with the Catawba
River.

     The Catawba River is classified as WS-NI by the North Carolina Water Quality
Standards.  These standards are established under the North Carolina Administrative Code
(Title 15, Chapter  2, Subchapter 2B). The code establishes classes of fresh waters based
on discharges to the water body and its quality. Chemical quality standards for surface
waters are also established under the Code (Section 2B.0211).  Flow  rates in Fites Creek
near Catawba Heights were calculated to be 4.6 cubic feet per second (cfs). The average
flow rate along the Catawba River at US 85 near Belmont is 2,109 cfs.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September.1997                                                                     1-7

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                                                             59      GUI 4
 2.0  SITE HISTORY AND ENFORCEMENT ACTIVITIES	


     A.   Site History

     Source Area A was operated by the Untz family from 1960 to 1975 as a dry-cleaning
 establishment. A boiler located behind the building was used to "distill" the waste dry
 cleaning solvents. The spent solvent residue from the boiler distillation unit was reportedly
 disposed onto the ground surface behind the building, and spent solvents were disposed
 through the on-site septic tank system. Source Area B was also operated by the Untz's
 family prior to moving the dry cleaning establishment to Roper's Shopping Center. Source
 Area B was discovered during the site reconnaissance in October 1995 from an interview
 with a local resident.                          ;;

     In February 1991, the Gaston County Health Department sampled the well that
 provided water to the North Belmont Elementary School and two single family dwellings.
 This sampling was associated with an effort by the County to evaluate community water
 supplies for volatile organic compounds (VOCs) contamination.  The results  of this
 sampling indicated significant VOC contamination in the well.

     EPA Region 4 Emergency Response was notified. EPA and the Gaston County
 Health Department sampled 25 drinking water wells.  Tetrachloroethene (PCE),
 trichloroethene (TCE) and cis-1,2-dichloroethene (1,2-DCE) were detected in sixteen
 samples. PCE concentrations were found as high as 15,000 parts per billion (ppb). The
 elementary school was immediately connected to the City of Belmont water system.
 Twenty-nine of the neighborhood drinking water wells were taken out of service and
 connected to the Belmont city water service. All but 12 of the residential wells were
 subsequently abandoned by grouting them to the surface; 12 wells remained intact and
 were proposed as monitoring wells. Seven residences in the neighborhood were informed
 of the contamination but chose to continue to use their wells and not connect to city water.
 Wells still in use in the vicinity of the Site were  scheduled to be sampled by the Gaston
 County Health Department.  However, these wells were not sampled until EPA's
 investigation in 1996.

     B. Previous Investigations

     In July 1991, the EPA Environmental Response Team/Response Engineering and
 Analytical Center (ERT/REAC) installed one bedrock and four overburden monitoring wells
 in the immediate area of Source Area A (Rgure 2-1). Data from these wells was used to
 characterize the residuum and saprolite, the bedrock lithology and fracturing, and the
 primary groundwater flow direction at the  Site.  Sample analyses from the five monitoring
 wells revealed the presence of volatile organic compounds.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                    2-1

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                                        5 9
OUI5
                SHOPPING
               • CENTER
                WEU.
• MONTORINGWeU. LOCATIONS
             SAMPUNO AND PftSJMINARY KYWOOBOLOGICAL INVESTIOATION- FOP
NOBTH BSJMOMT ROAO SITE. NORTM 8BJMOKrf NORTH CAROUSA. OCTOBER 1W1 ROY P WESTON INC
NOTs:
                                                    'SCALE
&EPA
                   FIGURE 2-1. 1991 INVESTIGATION

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                                                          5  9      0016

     A Site Inspection Report was prepared by the North Carolina Department of
 Environment, Health, and Natural Resources (NCDEHNR) Superfund Section in July 1993.
 A total of eight on-site soil samples and two background soil samples were collected for
 analysis. Two samples collected from the area of monitoring well MW-01 revealed the
 presence of acetone at concentrations of 1,212 ppb and 150 ppb.  The State was unable to
 locate a septic tank on the north side of the shopping center thought to be a possible
 source of the VOC groundwater contamination.

     Elevated levels of the pesticide chlordane were found in several soil samples
 collected from the elementary school property.  Based upon the carcinogenic nature of the
 compounds detected in the ground-water plume, an Expanded Site Investigation was
 recommended.  Based on the results of the study concerning the school property, the
 Gaston County Health Department collected an additional 23 soil samples for chlordane
 analysis. One sample revealed chlordane at a level of 5400 ppb; however, the Gaston
 County Toxicologist concluded that this level of chlordane in the soil around the school did
 not pose an unacceptable health risk.

     In March 1996, EPA sampled 25 residential wells (seven were converted to
 monitoring wells in 1991) in the vicinity of the Site to update the 1991 analytical results
 (Figure 2-2). As a result of these findings, one additional residence was connected to city
 water.  This well did not contain any contaminants in the initial 1991 sampling event.

     High levels of trichlorofluoromethane were found in three of the wells, and as a result,
 this compound may have masked low concentrations of the other volatile organics.
 Therefore, EPA resampled these wells in April 1996.

     C.   Site Regulatory Actions           ;

     This Site is not on the NPL. The NPL listing package is currently being prepared and
 will be based on all data results to date, including the remedial investigation.

     EPA sent a notice letter to Mr. Roper in August 1995 offering the opportunity to
 conduct the RI/FS. The notice letter also informed the PRP of his potential liability for past
 and future site costs. Owners of residential properties as well as Mr. Roper were also sent
 letters  requesting access. The operator of the two dry cleaning establishments, Mr. Untz, is
 deceased.
North Betmont PCE Site
Record of Decision
North Betmont, Gaston County, NC
September, 1997                                                                     2-3

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eza SAMPLE LOCMIONS »r IKSBCNIIM. KUS
Ha SAMPU LOCAIMNS AT COMMOTED HOMKMMO
     ncsncNiw. OMMNQ «MCR wuis)
                                                      HGURE2-2

                                                      19% Residential Well Sampling
&EPA
  < IN FCCT >

  rMCH = 500 FEET

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                                                             59      0018

 3.0  HIGHLIGHTS OF COMMUNITY PARTICIPATION	


     Pursuant to CERCLA Sections 113(k)(2)(B)(l-v) and 117, the RI/FS Report and the
 Proposed Plan for the Site were released to the public for comment on July 29,1997.
 These documents were made available to the public in the administrative record located in
 an information repository maintained at the EPA Docket Room in Region IV and at the
 Gaston County Public Library in Belmont, North Carolina.

     The notice of the availability of these documents was published in the Gaston Gazette
 and the Belmont Banner on July 29,1997. A pubic comment period on the documents was
 held from July 29,1997 to September 12,1997. A copy of the notice was mailed to the site
 mailing list which contains names of community members and interested parties.  In
 addition,  a public meeting was held on August7,1997. At this meeting,  representatives
 from EPA answered questions about the Site and the remedial alternatives under
 consideration. Meetings with city and county officials were also held.

     Other community relations activities included:

 4    Established an information repository

 4    Conducted community interviews

 •    Prepared an extensive  mailing list

 *    Developed a community relations plan  :

 •    Issuance of a fact sheet on the RI/FS process in June 1996

 •    Issuance of a fact sheet on the proposed plan in July 1997

 •    Notice of availability of  information in repository and public meetings on June 16,
     1996 and August 7,1997

 •    Informed citizens of the Technical Assistance Grant and Community Advisory Group
     program (literature placed in repository).
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                   3-1

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                                                          5  9     0019

 4.0  SCOPE AND ROLE OF RESPONSE ACTION WITHIN SITE STRATEGY
     As with many Superfund sites, the North Belmont PCE Site is very complex.
 However, all aspects of the cleanup will be addressed concurrently and the Site has not
 been divided into phases or "operable units."

     This ROD will present a final remedial action for the entire Site.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997                                                                4-1

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                                                               5   9      0020

 5.0  SUMMARY OF SITE CHARACTERISTICS
     During the Rl, surface and subsurface soil, sediment and surface water, and
groundwater were sampled to determine the nature and extent of contamination. For a
more detailed summary, refer to the Rl Report.

     Based upon the Site Inspection Report for the North Belmont PCE Site, NCDEHNR,
July, 1993, the main contaminants at the Site are tetrachloroethylene (PCE),
trichloroethylene (TCE), and cis-1,2 dichloroethylene (CIS-1,2 DCE). The following
discussion highlights these constituents as well as any chemical constituents which exceed
the National Primary Drinking Water Regulations (NPDWR) Maximum Contaminant Levels
(MCLs), the National Secondary Drinking Water Regulations (SMCLs), Federal Ambient
Water Quality Criteria (AWQC), EPA Region 3 Risk-Based Concentrations (Smith, 1996)
and the North Carolina Groundwater Classification and Standards-Groundwater Quality
Standards of the North Carolina Administrative Code (15A NCAC 2L 0202(c)), and North
Carolina Water Quality Standards applicable to Surface Waters (15A NCAC 2B 0200).

     A. Source Area/Soil Investigation

     Four locations were investigated as potential source areas: the closed dry cleaning
facility located at Ropers Shopping Center, the closed  dry cleaning facility located in the
northeastern quadrant of the Suggs Road  and Acme Road intersection, the refrigerator
repair shop located north of the intersection of Julia Court and Acme Road, and the
machine shop located in the southern quadrant of the intersection of Acme and Centerview
Road.  Soil borings, temporary monitoring wells and permanent monitoring wells were used
to search for the location of active sources such as contaminated subsurface soils since the
original sources (the boiler distillation unit, or the septic tank) of contamination are no
longer present.

     In June and July 1996, a total of sixteen soil borings were installed within the study
area. The locations  of these soil borings are shown in Figure 5-1. The soil borings were
installed to locate active sources since the original sources of contamination are no longer
present, as well as, to determine the extent of contaminated subsurface soils.  Soil borings
SS-1 thru  SS-10 were installed to approximately 10 feet below the groundwater surface;
HA-1 and  HA-2 were installed to hand auger refusal; and borings SPT-1, MW-6, MW-10
and TW-14 were drilled to the top of bedrock, or to auger refusal depth, whichever was first
encountered.

     Soil samples were collected for chemical analyses from borings SS-1 thru SS-5 at five
foot intervals for the  upper 20 feet and every ten feet thereafter until  the termination depth
of the borehole was reached.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997                                                                    5-1

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CONCRETE
SUPPLY
                           109.03
                                                cn
                                    • SUBSURFACE SOI. 80MW LOCAIMNS
               O
               o
               NO
                       NOT 1O SCM£
                     sfEPA
FIGURE 5-1
Soil Sampling Locations

-------
                                                        5  9      OU22

     The subsurface soils were divided into six zones: 5 feet, 10 feet, 15 feet, 20 feet, 30
feet, and 40 to 110 feet below ground surface. Iron, manganese, and vanadium were found
above the Region 3 Risk Based Concentrations.  These samples were submitted for full
TCL/TAL analysis scan.

     The subsurface soils encountered at the 20 foot zone and at the 40 to 100 foot zone,
except for SPT1/821 and MW6/110' were only analyzed for VOCs; SPT1/82' and MW6/110'
were also analyzed for extractable organics and pesticides/pcbs.  No constituents
exceeded the Region 3 Risk Based Concentration Values for these zones.
     B. Surface Water and Sediment Investigation

     Three surface water and three sediment samples were obtained from the locations
shown in Rgure 5-2. The metals aluminum, iron, lead, manganese, and zinc were found.
The semi-volatile benzo-a-pyrene was found in one sediment sample.
     C.   Residential Well Survey

     A residential well survey was conducted in October 1995 and the results of this
survey are shown on Rgure 5-3. Groundwater is considered as a Class IIA Aquifer since it
is currently used as a drinking water source (USEPA, 1988, Guidance on Remedial Actions
for Contaminated Groundwater on Superfund Sites). The State of North Carolina classifies
the aquifer as a GA aquifer since it is a present drinking water source and contains
naturally occurring chloride concentrations less than 250 milligrams per liter (North
Carolina Administrative Code, Title 15, Subchapter 2B.0201).
     D.   Private Well Sampling

     During the period of March thru September 1996, forty-four(44) residential wells were
sampled in the vicinity of the North Belmont PCE Site to determine the water quality of the
residences drinking water. Six of the 44 wells were resampled due to the elevated levels of
trichloroflouromethane detected in the initial sampling event; the quantitation limit for PCE,
TCE and cis-1,2 DCE were above the Federal MCLs. All samples were collected for VOC
analyses with approximately 25 percent submitted for full TCL/TAL scan. Table 5-1
provides the analytical  results of the sampling events.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September, 1997                                                                    5-3

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  • SURFACE WMER/SCMKHT SAUPIE
OI-M/D
                                                                                                     FIGURE 5-2
                                                                                                     SW/Sedimcnt Sampling Locations
     < IN fEET >
    INCH = 500 FEET

-------
•  arr mmi
   UMWO«N
•  ust NooHBWs WHEN
•  ACM OROMD WAIM «1S
    SCALE
•     290     900
                                                                                                   FIGURE 5-3
                                                                                                   Residential Well Survey Results
   < IN FEET >

 I INCH o 500 FEET

-------
                                                                  5   9
OU25
TABLE 5-1. MAIN ORGANIC CONTAMINANTS IN BEDROCK QROUNDWATER PLUME, RESIDENTIAL DRINKING WATER WELLS
UNITS
-JB-309-PW
YB-003-PW
^B-004-PW
MB-350-PW
MB-351-PW
MB-312-PWS
"4B-312-PW
MB-3OS-PW
YB-011-PW
<*B-046-PW
>IB-CI12-PW
gB-355-DPW
4B-355-PW
1B-047-PW
JB-013-PW
JB-001-PW
4B-014-PW
JB-002-PW
•JB-356-PW
JB-310-PW
NJB-017D-PW
JB-017-PW
FT , FT UG/L UG/L UG/L
15-18
15-18
15-18
15-18
15-18
15-18
15-18
15-1 8 A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
MB-018-PW 15-18A
JB-019S-PW 1S-18A
JB-019-PW
15-18A
2.01
2.01
3.05
4.06
4.08
12
12
21
29
31
39
40
40
42
43
43
44
44
510
510
528


400
18.00 A i 0.94 AJ
1.00 U
12.00 A 0.68 AJ 5.00 U
5.00 U 5.00 U i 5.00 U
1.00 U 1.00 U 1.00 U

• 	 r—







70
180
180


46 110
52
58
58
61
62
62V
slB-021-PW 15-18A 65
JB-001-PW
15-10A 78
JB-033-PW 15-18A
96.01







64








140
140

1.00 U 1.00 U , 1.00 U
1.00 u 1.00 u ; 1.00 u
1.00 U 1.00 U . 1.00 U
36.00
5.00 U
5.00 U
5.00 U
1.00 U
1.00 U
5.00 U
50.00 U
1.00 Uj
25.00 U
1.00 U
80

2.20 1.50
5.00 U
5.00 U
5.00 U
1.00 U
1.00 U
6.00 U
50.00 U
1.00 U
25.00 U
1.00 U
5.00 U
5.00 U
5.00 U
1.00 U
1.00 U
S.OO U
50.00 U
1.00 U
25.00 U
1.00 U
1 .00 U i 1 .00 U 0.87 AJ
1.00 U
5.00 U






i
5.00 U
5.00 U
5.00 U
5.00 U
5.00 U
5.00 U
480.00
JB-O33S-PW 15-18A 96.01 i 320.00
MB-034-PW i 15-18A i 99
\IB-352-PW
JB-307-PW
•JB-048-PW
SIB-049-PW
MB-308-PW
slB-306-PW
MB-311-PW
JB-353-PW
JB-003-PW
JB-037-PW
4B-03B-PW
gB-302-PW
•JB-301-PW
slB-039-PW
slB-357-PW
"JB-040-PW
>JB-O42-PW
\IB-Q41-PW
slB-303-PW
YB-304-PW
>JB-O44-PW
MB-359-PW
JB-354-PW
eo
112.02 I
15-18A 112.03
15-18A
15-18A
15-18A
15-18A
15-18A
15-18A
15-1BA
15-18A
15-1 8 A
15-18A
15-1BA
15-18A
15-18A
15-18A
15-1 8 A

114

130
116 300-350
116
118
118
119
121
123
123
125
127
128
132
138
142

300-350
300
300
100
140
105-110
60

64
140
125



6.80 A

1.00 U
1.00 U
4.30 A
100




60
90
60
55



90



5.00 U
5.00 U
1.00 U 540 A
1.00 U 1.00 U
100 U
1.00 U
0.80 AJ
5.00 U
500 U
1.00 U 100 U
1.00 U
1.00 U
3.00 A
L 5.00 U
3.00 A
1.00 U
1.00 U 0.70 AJ 14.00 A
500 U 5.00 U | 340 A
1.00 U 100 U 1.00 U
5.00 U i 5.00 U i 5.00 U
5.00 U
S.OO U
1.00 U
0.92 J.
S.OO U
0.62 AJ
1.00 U
5.00 U
5 ni. 0.7 w
5.00 U 5.00 U
5.00 U
1.00 U
1.00 U
500 U
1.00 U
1.00 U
5.00 U
5™. 2.8 w
5.00 U
1.00 U
1.00 U
5.00 U
1.00 U
1.00 U
5.00 U
7 CKZ
JOTFS- "> Primary MCL« or MCI fiv 
-------
                                                          5   9
OU26
       E.    Shallow Groundwater Investigation

       In June 1996, shallow temporary monitoring wells were installed at the Site to
define the shallow groundwater plume and to investigate possible active source areas at
the North Belmont PCE Site.

       EPA collected groundwater samples from shallow temporary monitoring wells in
June, 1996 (Rgure 5-4). The wells were sampled to determine the shallow groundwater
plume. The shallow groundwater plume is approximately 30 to 35 feet below the land
surface.  The contaminant isopleth for PCE is shown on Figures 5-5, and the results of the
sampling are noted in Table 5-2.

TABLE 5-2. MAIN CONTAMINANTS IN THE SHALLOW QW PLUME IN JUNE 1996 AT THE SITE.
4STATioN^pf-w:;*
UNITS
NBOOITWA(STW)
NB002TWA(STW)
NB003TWA(STW)
NB004TWA(STW)
NBOOSTWA(STW)
NB006TWA(STW)
NBOOTTWA(STW)
NB008TWA(STW)
NB009TWA(STW)
NBOIOTWA(STW)
CRITERIA
is»y»i>ce o
UG/L
1 U
1 U
520
1 u --': ' ""••..:•.
iO X';: . - ••••'-•
2200 •/,.:::..„>;:-,
1 U
100
1 U
1.2
5n',0.7«'
TCE:;'fes:O"'-v>:i
UG/L
1 U
1 U
13
': "-""••':."- :: • ;:-i' u
1 U
.' :.:.-:-.: :' 49
1 U
4 U
1 U
1 U
5(1),2.BB1
«MeiSi1.2OCE -::;*Q" •i'.;-^:'-y
UG/L
1 U
1 U
130
1 U
1 U
1100
1 U
2.9 J
1 U
1 U
70(1)
NOTES: ''' Primarv MCLs or MCLGs: « North Carolina GW Standards- U - Not detected- J - Estimated value
       F. Top-of-Bedrock Groundwater Investigation

       In July 1996, fifteen temporary monitoring wells were installed to top of bedrock.
Subsequent sampling of the temporary wells was used to design a permanent monitoring
well system to monitor both the movement of the plume along the top of the bedrock
interface and  movement of the plume in the bedrock aquifer (Table 5-3).

       Eight top of bedrock (MW-6 through MW-13) were installed during the remedial
investigation to determine the extent of contamination associated with releases from the
former dry cleaners location.  Rgure 5-6 presents the location of all the monitoring wells.

       The permanent monitoring wells were sampled in October/November 1996 and the
main contaminants are noted in Table 5-4A and Table 5-4B. The top of bedrock
groundwater plume varies from approximately 35 feet to 110 feet below the land surface.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997
          5-7

-------
         CONCRETE
         SUPPLY
 • SHAKO*
ra-io
                               MOT ID SCM£
                             &ERA
                                                          cn
                                                          CD
                                                          C
                                                          ro
FIGURE 5-4
Shallow Temporary Well Locations

-------
o
s
          562009
          681500
          561000
      i
          560500
          560000
          559500
          559000
                     1386500     138*7000     138*7 500     1388000     1388500     1389000     1389500     1

                                                            EASTING, feet
                                              1390500

                                                                                                                         •'600
                                                                                                                      iT
                                                                                                                      fl
                                                                                                                      :•:•-••".• |0
  SFPA
FIGURE 5-5

Shallow PCE Isopleth
                                                                                                                   NOT TO SCALE

-------
I  101

  TOP W KMMCK UOMfORMO MUS

  MMOCX MGM10KMO
                                                                                             FIGURE 5-6
                                                                                             Monitoring Well Locations

-------
                                                              5  9
                                                                          OU30
TABLE 5-3. MAIN CONTAMINANTS IN TEMPORARY TOB QW PLUME JULY/AUG 1996 AT THE SITE.
STATION
UNITS
3PT1/TOR
rw2
rwa
FW3D
rw4
rws
rwsA
rwe
rw?
rwe
rws
rwio
rwn
rwi2
rwia
rwu
CRITERIA
>•*:«!• • -^ fe:«O';v; "i^l^TCE ^^'•K-^Q^^-^-A
UG/L
1400.0
10.0 U
460.0 J
560.0 J
1.0 U
1.7
1.0 U
2.0
10.0 U
10.0 U
5.1
3.1 ^
1.0 U
1.0 U
4.2
1.0 U
5<» 07*
UG/L
1 J
10 U
19 J
24 J
1 U
1 U
1 U
1 U
10 U
10 U
1 U
1 U
1 U
1 U
1 U
1 U
-:-::r':-?;:lttTMYLENEC»«LOBIDE::-':-:^V::-O--: ":::'v; • "*><
UG/L
NA
NA
50.0 U
62.0 J
5.4
5.0 U
5.0 U
5.0 U
NA
NA
5.0 U
5.0 U
50 U
5.0 U
5.0 U
5.0 U
5 ?fi« I 51*
                          >H
TABLE 5-4A. MAIN INORGANIC CONTAMINANTS IN THE PERM TOB GW PLUME OCT1996 AT THE SITE.
; • '• STATION 1 "::5 J-xCO - :i * ?« ' ':• • O : ; • ^ •• :
UNITS
VIW2
UW4
^W5
V1W6
^W7
«IW8
JIW9
^W10
^W11
^IW12
^W13
CRITERIA
U&L
1 U
1i U
1 U
12 U
1.2 U
¥-A^^-^-v<;.^:-Q':m
UG^.
160 U
62
60 U
1100
1300
1.2 U ! • 2700
1.2 U
12 U
72
1.2 U
1^ U
5'"
1600
98
4800
37
• V *»i • o i FE - ; ? : :- : : ':-;- ;- ; •••••: :Q • ; ::--:r-: ; :. :•
UG/L
4.0 U
2.6
1.0 U
52.0
340.0
180.0
3400
110.0
UG/L
60 U
500
20 U
1200
1400
1900
2400
120
160.0 | 3400
130.0 | 12 U
38 \ 2.5 U ! 12 U
50 -200 » I SO"" i 300*
North Beimont PCE Site
Record of Decision
North Beimont, Gaston County. NC
September, 1997
                                                                                    5-11

-------
                                                             5  9      OU31
 TABLE 5-4B. MAIN ORGANIC CONTAMINANTS IN THE PERM TOB GW PLUME OCT 1996 AT THE SITE.
tTATinM : < <-iv»e « • M^.I o.fv»B 	 n 'l: . -r»i eu n i • • -we ft •; : wr ' f%
rfW2
*W4
*W5
*W6
WIW7
dW8
dW9
MV10
YIW11
*W12
rtW13
dVV13D
:wi
;wa
:weo
CRITERIA
1.0 UR
1.0 U
1.0 UR
50.0 U
2.7 A
1.0 U
1.0 U
5.0 U
1.0 U
1.0 U
12.0
9.4
20.0 U
1.0 U
1.0 U
7.0'1"*
1.00 U
1.00 U
1.00 U
76.00
0.56 J
1.00 U
1.00 U
5.00 U
1.00 U
1.00 U
1.00 U
1.00 U
53.00
1.00 U
1.00 U
70"'
2.0
1.0 U
1.0 U
50.0 U
1.0 U
1.0 U
1.0 U
5.0 U
1.0 U
1.0 U
1.0 U
1.0 U
20.0 U
!.•;• 1;0 U
1D U
0.19*
1.00 U
1.00 U
1.00 U
49.00 J
0.54 AJ
1.00 U
1.00 U
5.00 U
1.00 U
1.00 U
1.00 U
1.00 U
16.00 J
1.00 U
1.00 U
.50! 2.8®
2.00
1.00 U
1.00 U
2500.00
1.00 U
1.00 J
14.00
80.00
1.70
37.00
1.00 U
1.00 U
630.00
1.00 U
1.00 U
5 "',0.7®
gOTES: « Primary MCLs or MCLGs; a North Carolina GW Standards; CW-6 had conoentrations of Heptachlor Epoxlde of 0.0097J which
»xeeerh North Carnlina RW Standard of 0 OO4
     The top of bedrock sampling results were combined for both the temporary and the
 permanent groundwater monitoring wells to obtain the contaminant isopleth for PCE as
 shown on Figures 5-7.


     G. Bedrock Groundwater Investigation

     Nine bedrock monitoring wells (MW-14 through MW-22) were installed during the
 remedial investigation to determine the extent of contamination associated with releases
 from the former dry cleaners location. The bedrock groundwater plume was evaluated by
 using data from the permanent monitoring wells installed within the bedrock aquifer as well
 as the residential drinking water wells in the study area. The main contaminants of the
 bedrock monitoring wells are noted in Tables5-5A and B.  The contaminant isopleth for
 PCE was computer modeled using the data from both the permanent bedrock monitoring
 wells and the residential drinking water wells; as shown in Rgures 5-8.
     H. Other Constituents in Groundwater

     During the investigation of the groundwater plume, additional contaminants were
 found which characterized a second plume.  These contaminants were not found in the
 original site plume; the top of bedrock aquifer contains 1,1-dichloroethene and the bedrock
 aquifer contains 1,1-dichloroethene, 1,1,1-trichloroethane and trichlorofluoromethane.
 These compounds were not noted in the above sections because they did not exceed
North Belmont PCE Site
Racord of Decision
North Belmont, Gaston County, NC
September, 1997
5-12

-------
562000
561500
561000
560500
560000
559600
                                                                   389000      1389600     1390000      1390600
                                                                                                                         ugfl.
                                                                                                                         m
                                                                                                                            500
                                                                                                                         .-.•,.., 100
                                  FIGURE 5-7
                                  Top of Bedrock PCE Isopleth
                                                                                                                    NOT TO SCALE

-------
                                                            5   9
OU33
 TABLE S-SA. MAIN ORGANIC CONTAMINANTS IN THE BEDROCK GW PLUME. PERM MONITORING WELLS
•: STATION '•••! :«*^t^-DCF -': '"'O : \''::'<-'ClfU "':-'<:"';:w-sQ •• •••
UNITS
SIB002CW
>IB002CWS
SIB003CW
4B003MW
4B004CW
4B005CW
4B006CW
4B007CW
4B009CW
MB014MW
4B01SMW
«JB016MW
•4B017MW
MB018MW
4B019MW
4B020MW
MB021MW
JB022MW
MB022MWD
CRITERIA
UG/L
1.00 U
1.00 U
13.00
11.00
0.80 J
26.00
940.00
9.40
1.00 U
7.10
1.00 U
110.00
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
70 '" v
UG/L
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
20.00 U
50.00 U
4.00 U
1.00 U
2.40 J
1.00 U .
1.40 .. •: .. •
1.00 U
1.00 U
1.00 U
0.83 J
1.00 U
1.00 U
1.00 U
0.19* : :
""'."I".-;- TEC •••'•"•'. • VQ 'I'-.': ' PCP " .' ' :': -:-:'-."O'%:
UG/L
1.00 U
1.00 U
3.00
4.00
1.00 U
20.00 U
280.00
7.40
1.00 U
4.00 U
1.00 . U
30.00
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
5 "'.2.8®
UG/L
0.50 J
0.50 J
77.00
69.00
2.00
520.00
3500.00
160.00
1.00 U
160.00
1.00 U
320.00
1.00 U
1.00 U
420
3.10
1.00 U
2.00
2.00
5 |1). 0.7 *
OOTFR ") PPD vah»>««>xeoed Primary Mri sorMCKSs- «> RJ LIP uahux pvroeei Mortti Carolina GW Slnnrtarrte
 TABLE 5-5B. MAIN INORGANIC CONTAMINANTS IN THE BEDROCK GW PLUME, PERM MONITORING WELLS
STATION 1 CD O
UNITS
JB002CW
•JB002CWS
•JB003CW
gsooaww
4B004CW
4B005CW
vIBOOSCW
4B007CW
sIBOOSCW
MB014MW
4B015MW
MB016MW
JB017MW
>JB018MW
>IB020MW
SIB021MW
4B022MW
slB022MWD
CRITERIA
UGA.
2 U
2 U
1 U
1 U
1 U
1.2 U
1.2 U
1.2 U
10
1.2 U
1.2 U
1.2 U
12. U
12. U
12 U
12 U
12 U
12 U
5n»
PB ' ;'- ''« :!l:.'-i::-:":V JN V- , • ' V& '• \ - •:•-• .^At'' ' '^ i'i- O MM':'i O i ':-:'-:FE • ' O
UG/L
3.0 U
2.0 U
15JO
£0 U
3.0 U
5.3
12 U
48.0
280.0
12 U
12 U
12 U
12
12 U
12 U
12 U
12 U
12 U
15*
UG/L I
7400.0
7300.0
180.0
:20.0 U
.48.0
290.0
2.5 U
520.0
4400.0
13.0
2.5 U
52
18.0
82
27.0
2.5 . U
5.7
7.7
21 DO"9, 5000 m
UG/L
20 U
20 U
20 U
30 U
20 U
SO U
50 U
67
92
810
260
1300
5300
150
160
51
120
170
50-200"
UG/L
25.0
23.0
20.0
8.0 U
29.0
280.0
2.5 U
17.0
100.0
72.0
230.0
170.0
110.0
180.0
43.0
12.0
260.0
260.0
50 *"*
UG/L
30 U
120
1800
40000 U
540
29000
12 U
1800
21000
2700
7000
5400
5800
16000
1600
880
18000
19000
300 "x*
vIOTES:"1 RED Values exceed Primary MCU or MCLGs; e BLUE values exceed North Carolina GW Standards ;
'" rtRFFN \/aln»« pYrA*>rt Recontiary MCI «
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997
           5-14

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          562000
          561500
          561000
      I
8
a
          560600
          560009
          559500
                                                              TtM^^fyiin C-737      f?:01 X
                  1366500     1387
1388000
1388500     1389000

EASTING, feet
1389600     1390000
1390500
                                                                                                                       $
                                                                                                                       'M
                                                                                                                          10
1391000
  &FPA
       FIGURE 5-8

       Bedrock PCE Isopleth
                                                                                                                  NOT TO SCALE

-------
                                                      5   9      OU35


 regulatory guidelines or criteria in the groundwater monitoring wells.  Figure 5-9 denotes
 the concentration of the 1,1-dichloroethene at the respective locations in the top of
 bedrock monitoring wells. Rgures 5-10 and 15-11 denote the concentration of 1,1-
 dichloroethene and trichlorofluoromethane at the respective locations in the bedrock
 monitoring wells and the residential wells (1,1,1-trichloroethane was not plotted due to its
 similarity in concentration with 1,1-dichloroethene).
        I. Ecological Survey

        A bioassessment was conducted of the "unnamed tributary-A" located north of the
 Site. Study objectives were to (1) characterize the benthic macro invertebrate community
 of the tributary and an established reference stream (Dutchmans Creek) near Mount Holly,
 N.C., (2) evaluate the quality of the stream habitat sites using the Rapid Bioassessment
 Methodology (EPA, 1989), and (3) conduct in-situ physicochemical measurements.
 Completion of these study objectives showed that the stream was not affected by the Site.

        The headwaters of the unnamed tributary adjacent to the Site are located less than
 1000' northwest of the railroad crossing at Goshen Grove (see Figure  5-12). The
 unnamed tributary flows through an urbanized area for approximately one mile and then
 joins another unnamed tributary prior to its confluence with Fites Creek. Due to their
 proximity to urban areas, both unnamed tributaries and their floodplains have been
 subjected to environmental degradation. Past studies by the NCDEHNR, 1974-75 & 1986,
 found poor water quality due to urban runoff in the unnamed tributary that joins Fites Creek
 northeast of North Belmont.

        Sampling stations in the unnamed tributary adjacent to the Site were located near
 the headwaters at the railroad crossing (UT-1), proximal to the Site (UT-1 A), and
 downstream of the Site at the railroad crossing and just before the confluence with the
 unnamed tributary to Fites Creek. NCDEHNR indicated a suitable reference site,
 Dutchmans Creek, existed near Mount Holly, N.C. Reference sites are  minimally impacted
 sites and serve to provide insight into biological potential for an area and allow comparison
 to other sites to determine if impacts exist and the severity of those impacts.  Dutchmans
 Creek was sampled at SR 1918 (Sandy Ford Road)  north of Mount Holly.

        The Rapid Bioassessment III of the unnamed tributary adjacent  to the Site (stations
 UT-1, UT-1 A, and UT-2) and Dutchmans Creek resulted in these findings:

        •       Benthic macroinvertebrate collections from the unnamed tributary (UT)
               indicate that the creek is impaired. Pollution-tolerant species of benthic
               macroinvertebrates, primarily midges and flies (Diptera) were predominant
               numerically in both taxa (species) and  individuals (density).
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September, 1997                                                                    5-16

-------
m
2
z
                                                                            FIGURE 5-9
                                                                            1,1 -DCE Concentrations in
                                                                            Top of Bedrock Aquifer
1000
                                               1000
2000  Feet
                                SCALE

-------
                                                                            FIGURE 5-10
                                                                            1,1 -DCE Concentrations
                                                                            in Bedrock Aquifer
                                                                                                           en

                                                                                                           vc
1000
1000
2000  Feet
                                SCALE

-------
                                                                             FIGURE 5-11
                                                                             Trichlorofluoromethane
                                                                             Concentrations in Bedrock Aquifer
                                                                                                              en
                                                                 o
                                                                 cr
                                                                 UN!
                                                                 oo
1000
1000
2000  Feet
                                 SCALE

-------
SOURCE: OeLORME MAP EXPERT
&EPA  *
SAMPLE LOCATION

SITE LOCATION
FIGURE 5-12
Ecological Survey Locations
                                                                                 NOT TO SCALE
                                       OUJ9

-------
                                                              5  9      OU40

        •       Benthic macroinvertebrate collections from the reference station,
               Dutchmans Creek (DC-1), were diverse with a total of 35 species
               classified. Pollution-sensitive species of benthic macroinvertebrates
               (Ephemeroptera, Plecoptera, and Trichoptera = EPT) were more prevalent
               at DC-1 from both a numerical density and taxa richness perspective.  No
               impairment is indicated for DC-1.

        •       Habitat degradation was evident at all the unnamed tributary stations.
               Lack of habitat diversity, siltation/sedimentation, and the absence of
               riffle/runs all contributed to low habitat evaluation scores. This was an
               obvious factor affecting the benthic macroinvertebrates at the unnamed
               tributary since the biological potential of a site is largely determined by the
               quality of the habitat at that site. Quality of the habitat at all  the unnamed
               tributary sites could only be classified as fair. Habitat evaluation scores
               ranged from 56-67.

        •       The reference station, DC-1, had a habitat evaluation score of 100 which
               falls into the classification of "good" based on the habitat assessment form.
               Some sedimentation effects prohibited DC-1 from having a habitat
               evaluation sWe in the "excellent" range (104-135). Habitat diversity,
               coupled with no serious habitat degradation, led to a diverse benthic
               macroinvertebrate fauna at DC-1.

        •       In-situ  physicochemical measurements at the unnamed tributary (UT) and
               Dutchmans Creek (DC-1) revealed no violations of state water quality
               standards.  Dissolved  oxygen, pH, and water temperature were similar in
               range in both creek systems.  Conductivity values were higher at the
               unnamed tributary possibly due to the effects of urban drainage.

        Due to the unnamed tributary's location in a highly urbanized area, it is  difficult,
 without extensive and intensive study efforts, to ascertain what effect the Site has on
 impairment of the benthic macroinvertebrate community. For example, both urban and Site
 effects could be impacting the biology of the unnamed tributary.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September, 1997                                                                     5-21

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                                                           5  9      OU41

 6.0  SUMMARY OF SITE RISKS	

        The North Belmont Site is releasing contaminants into the environment.  The
 Baseline Risk Assessment Report presents the results of a comprehensive risk
 assessment that addresses the potential threats to public health and the environment
 posed by the Site under current and future conditions, assuming that no remedial actions
 take place, and that the surrounding area will remain a residential community.

        The Baseline Risk Assessment Report consists of the following sections:
 identification of chemicals of potential concern; toxicity assessment; human exposure
 assessment, and risk characterization. All sections are summarized below.

        A. Chemicals of Potential Concern

        Data collected during the Ri were reviewed and evaluated to determine the
 chemicals of potential concern at the Site which are most iikely to pose risks to the public
 health. These contaminants were chosen for each environmental media sampled.

        The chemicals of potential concern in groundwater are: 1,1-dichloroethene, cis-1,2-
 dichloroethene, 1,4-dichlorooenzene trichloroethene, trichlorofluoromethane,
 tetrachloroethene, methylene chloride/chloroform, bis(2-ethyl hexyl) phthalate, alpha
 chlordane, gamma chlordane, heptachlor epoxide, aluminum, cadmium, chromium, lead,
 manganese, and zinc.

        The chemicals of potential concern in soil  are benzo(a)pyrene, benzo(bk)
 fluoranthene, benzo(a)anthracene, dibenzo(a.h) anthracene, indeno(1,2,3-cd) pyrene,
 aluminum, chromium, manganese, and vanadium.

        Once these chemicals of potential concern were identified, exposure
 concentrations in each media were estimated. Exposure point concentrations were
 calculated for surface soils using the lesser of the 95 percent upper confidence limit (UCL)
 concentration or the maximum detected value as the reasonable maximum exposure
 (RME) point concentration. For evaluation of groundwater, an alternative approach, often
 used to assess potential future exposures from wells that might be installed in an area of
 contaminated groundwater, is to select several different wells from the approximate center
 of the groundwater plume, and to average these values to derive an estimate of
 concentration values which might reasonably be expected under worst-case  conditions. At
 this Site, the highest concentrations of PCE and TCE occur in wells SPT1, MW6, CW6,
 and TW6. Therefore, these wells were chosen to represent the center of the plume.  In
 accordance with Region IV guidance, the mean concentration (rather than the UCL or
 maximum concentration) is used in this case.  Exposure point concentrations are shown
 for groundwater in Table 6-1 and for soil in Table 6-2.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September, 1997                                                                    6-1

-------
                                                                                 DU42
                                        TABLE 6-1
                EXPOSURE POINT CONCENTRATIONS FOR GROUND WATER
                                          (UG/L)
CHEMICAL OF POTENTIAL
CONCERN
Designated Center Plume Wells1
MW-6
CW-6
TW-6
SPT-1

1,1-Dichloroethene
cis-1 ,2-Dichloroethene
1 ,4-Dichlorobenzene
Trichloroethene
Trichlorofluoromethane
Tetrachloroethene
Methylene Chloride
Chloroform x
SemivoJaliJes
Bis(2-ethylhexyt)phthalate
SOU
76
SOU
49 J
SOU
2500
ND
SOU
SOU
940
20 U
' • 280 ':;-
SOU
3500
ND
SOU

110
28

1100

49

2200
ND


10J

1 J

1400
ND

MEAN
;";HfeC'::'^%:;^;:
25.0
531.5
17.5
94.8
25.0
2400.0

25.0



69.0
Pesticides
alpha Chlordane
gamma Chlordane
Heptachlor epoxide
inorganics
Aluminum
Cadmium
Chromium
Lead
Manganese
Zinc
0.25 U
0.25 U
0.1 U
0.25 U
0.25 U
0.1 U






0.13
0.13
0.05

1100
1.2 U
14
1.2U
52
250
SOU
1.2U
2.5 U
1.2 U
2.5 U
2.5 U












562.5
0.60
7.6
0.60
26.6
125.6
1 Exposure point concentrations for groundwater are based on data from wells in the center of the plume.
Data that was nondetect (i.e. 50 U) were assumed to be present at Vt the detection limit. As a result, data with
"U" qualifiers were multiplied by 0.5 before the mean was calculated.
ug/l - micrograms per liter
J = Estimated value
ND «= Not detected
North Beimont PCE Site
Record of Decision
North Beimont, Gaston County. NC
September. 1997
6-2

-------
                                                         TABLE 6-2
                                       EXPOSURE POINT CONCENTRATIONS FOR SOIL
Chemical of Potential
Concern
SefflfvoiatteS
Benzo(a)anthracene
Benzo(bk)fluoranthene
Benzo(a)pyrene
lndeno(1 ,2,3-cd)pyrene
Dibenzo(a,h)anthracene
Irwrgantc*
Aluminum
Chromium
Manganese
Vanadium
Mean of
Log transformed
Data
'-
-1.16
-1.18
-1.16
-1.33
-1.35

9.8
3.20
5.59
5.43
Standard Deviation
of Logtransformed
Data

0.91
1.17
0.91
0.94
0.43

0.36
1.03
1-04
0.58
N">

6
6
6
6
6

6
6
6
6
H Statistic

4.478
6.001
4.478
4.478
2.947

2.651
4.905
4.905
3.287
Maximum
Concentration
(mg/kg)

2.0
3.2
2.0
1.6
0.62

29000
80
1800
450
95% UCU21

2.9
14
2.9
2.7
0.50

29363
397
4518
632
Exposure Point
Concentration
JmoAgJ131

2.0 (max)
3.2 (max)
2.0 (max)
1 .6 (max)
0.62 (UCL)

29000(max)
80(max)
1800(max)
450(max)
01 Number of Samples
m 95% Upper Confidence Limit
131 The 95% UCL of the mean concentration represents the exposure point concentration for a chemical unless
  it exceeded the maximum detected concentration. Where the maximum detected concentration was exceeded,
  the maximum detected concentration was used as the exposure point concentration.
mg/kg = milligrams per kilogram
     en
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997
6-3

-------
                                                          5  9      0044
        B. Exposure Assessment
        The exposure assessment evaluates and identifies complete pathways of exposure
 to human population on or near the Site. Current exposure pathways include exposure
 through incidental ingestion of soil; inhalation of fugitive dusts from soils; dermal contact
 with soils; and ingestion of water from private wells. Land use assumptions include
 residential and commercial.

        Future use scenarios consider construction of a water supply well within the
 groundwater contaminant plume and ingestion of soil, inhalation of dusts and dermal
 contact with soils as a worse-case scenario. Possible exposure pathways for groundwater
 include exposure to contaminants of concern from the groundwater plume in drinking water
 and through inhalation of volatiles evolved from water through household water use.
 Further detail and mathematical calculations can be reviewed in the Baseline Risk
 Assessment.

        C.  Toxicity Assessment        J;

        Under current EPA guidelines, the likelihood of adverse effects occurring in
 humans from carcinogens and noncarcinogens are considered separately.  These are
 discussed below.  Tables 6-3 and 6-4 summarize the carcinogenic and noncarcinogenic
 toxicity criteria for the chemicals of potential concern.

        EPA uses a weight-of-evidence system to classify a chemical's potential to cause
 cancer in humans. All regulated chemicals fall into one of the following categories: Class
 A - Known Human Carcinogen; Class B * Probable Human Carcinogen; Class C - Possible
 Human Carcinogen; Class D - Not classifiable as to human carcinogenicity; and Class E -
 Evidence of Noncarcinogenicity in humans.

        Cancer slope factors have been developed by EPA for estimating excess lifetime
 cancer risks associated with exposure to potentially carcinogenic chemicals.  Slope
 factors, which are expressed in units of kg-day/mg, are multiplied by the estimated intake
 of a potential carcinogen, in mg/kg-day, to provide an upper-bound estimate of the excess
 lifetime cancer risk associated with exposure at that intake level. The term "upperbound"
 reflects the conservative estimate of the risks calculated from the slope factor.  Use of this
 approach makes underestimation of the actual cancer risk highly unlikely.

        Reference doses (RfDs) have been developed by EPA for indicating the potential
 for adverse health effects from exposure to chemicals exhibiting noncarcinogenic effects.
 RfDs, which are expressed in units of mg/kg-day, are estimates of lifetime daily exposure
 levels for humans, including sensitive individuals; that are free of any adverse effects.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997                                                                     6-4

-------
TABLE e-: '"ARCIMOQEMIC TOXICTTY DATA
Chemical
vown«:.::;
CtitofOwm
1.4-ttehlorobenierw
1.1 Dlchloroethene
cis-t.2dichloToetnen»
Methytene chloride
TetracMoroelhene
Trlchtoroelhene
Trichlorollinrornetharie
SettllVtMBHm .
Benzo(a)pvrene
Benzo(b.k)Huoiin»hane
Betuo(»anlhraoene
»s<2-ethythe«yI)|)hlhaWe
Dibemo(a.h)anthracene
lndeno(t.2.3
NC
81
NC
A
82
NC
NC
NC
6IOE-03
2.4E4B
6006-01
»
7.SE-03
52E4B
t.tOE-OZ
-
;
730E«00
7.30EXI1
730E-01
I40E-02
730E»00
7.30E-OI
?;•';•• ":::-: :h:'"\:- l'~ '
1 30E»00
etuE'OO

••
NTV
••
NTV
NTV


••
Tumor Type
USA

Kidney tumors
Liver tumor*
_.. 	 Adrenal

--
Hernalocellular
adenomas
NA
NA


Forestomach1"
ForeslomachK*
Forestomach '"
Liver carcinoma
Forestomach M
Forettomach"1

Liver carcinomas
Liver carcinomas
;
-•

-
--
-



Rat
Mouse
Rat
••
Mouse
NA
NA


Mouse
Mouse
Mouse
Mouse
Mouse
Mouse

Mouse
Mouse
• - .. .•



-




Reference

IRIS
HE AST
IRIS

IRIS
NCEA
NCEA


IRIS
IRIS. EPA IV
MIS. EPA IV
IRIS
IRIS. EPA IV
IRIS. EPA IV

IRIS
IRIS


IRIS

IRIS
IRIS



^•»cStfidor
Tumor Typt

atoE-oz
NTV
1.BE-01

I.64E03
200E43
600E43

" : - ••r:': ' •':• :•:• • '•
3ioe»oo
3IOE-OI
3 IDE 01
NTV
310E400
310E-01

I30E*00
91E»00

--
G3E*00

42E«Ot
NTV



Uv«r catdnomiB
-
adanoSrcmoma
-
Adenomas and
carcinomas
NA
NA


NA
NA
NA
--
NA
NA

Llvar carcinomas
Liver carcinomas


Lung, trachea

Lung cancer




Animal
Spaaet
Reference*
'.-:; •/:•., V;;'.; - -.^.
Mouae
••
MOUM
--
Mouse
NA
NA
--

NA
NA
NA

NA
NA

Mouse
Mouse


Human

Human
--



ms
-
IRK
-.
INS
NCEA
NCEA
--

NCEA
NCEA. EPA IV
NCEA. EPA IV
--
NCEA. EPA IV
NCEA. EPA IV
Sk&ftdof

T63E03
300E02
7SOE01

9.38E-03
6SE-02
I.38EO2
-

I46E*OI
)46E»00
146E+00
2.80E-02
146E»01
I46E*00
::.-.- -; •.-.'.•' ' :.'.'.
IRIS
IRIS


IRIS
••
IRIS
IRIS



260E»00
t 82E+01









                                                                                                                                                                            en
                                                                                                                                                                            vc
a = EPA \V - Region \\l Supplemental Guidance to RAGS. 1995; IRIS - Integrated Risk Information System (IRIS. 1997). HEAST - Health Effects Assessment Summary Tables (EPA. 1995); NCEA
Nalitonal Center lor Environmental Assessment (EPA. 1997)
b = Dermal Slope Factor = Oral Slope Factor/Oral Absorption Factor
c = Foroslomach squamous cell papttomas and carconomas
NA Not available. NC - Not classified as a carcinogen; NTV- - No loxtdly value available
                                                                                                                                                                      6-5

-------
TABLE MOMCA
Chemfcal
VoMMr* s /i*!^
CMwotoftn
1.4-DleMof(*«r«»n»
1.1-Dtehloroelhena
ds-1.2-dte«oro«rthene




Trfchtofotfhtrw


StwKotelKw %J ••::'- ^
ffenzo(a)pyrene
Benro(a.b> )!luorant>en»
Bls(2.«ff^xyl)Tjr*aMe
OfbofUufs^htwttwttMfw
lndono<1,2.3-al)p|rwn«
Petto* ,-, - ..
Chkmtane


InotpcMtet ••
Aluminum
CaiJiiJijm(loooV8or1)
Cadmlum(water)
Chromium III
Chromium VI
Lead
ManovwM(tood)
Manganese (nondetary)
Vanadium
Zinc
Im^uoaEM
Oral RIO
(mrttfay) j
11,
1.00E-02
MTV
9.00E-03
1.00E-02



1 .OOE-02
8.00E-03


^S < 'v^J--
NTV
NTV
2.00E-02
NTV
NTV

eOOE-05


i '
t.OOEtOO
1.00E-03
5.00E-04
1.0E»00
5.0E-03
NTV
1.4E-01
470E-02
7.00E-03
300E-01
ic roxicrn
c^ar
?..- , . v>
MKfcjm
-
M«Hum
NA




HA


«' *S> ^?
•.'Svt^.i.;--v,
-•
••
Mrilum
••
-•
,
Mldlum


\ ""' >•. ^
NA
NA
NA
Lew
Low
•-
Medium
Medium
NA
Medium
f DATA
Toxldly Eftdpdm
•; \
Fatty cyst luiiiialluif In Mvaf
»
Liver Iwten*
hcmatoolVnMnogloMn




NA


x*)^lV! - -^ * « * :
Hft*^* ^ i . v1?'."
*•*
»"
•WwtoflOfetttrtlv* weight
*«• -:v-
-
>
Owhjtwirophy


;;- ; i v < , - .
NA
Prolehurta
Protatnuita
No eflactt observed
No atfectt obvafvad
«
CHS Meets
CNS aflecti
|L|n LLl.-IILL-llljui
no Riionnaiion
Decreased bkxx) enzyme

UF/MF

1000/1
••
1000/1
3000
100/1



NA


A -. •.
„
-
1«w<
-;:;-:.K::*> •/:-.'
--

100W*



NA
10/1
10/1
100/10
BOO/1
-
1/1
1/1
100
3/1

Reference

--
ins
--
-
UC&CT



NCEA
lOMS

,
-
«
; IRIS
.,-.'.:;: -
--

IRIS
IRIS



IRS
IRIS
I»S
l«3
1"
IR1S
IRIS
HEAST
IWS

Inhialton RIO
(mo«pyday|
,-
NTV
2.29E-01
NTV
NTV
HflnF.ol



NTV


jj •.•"
NTV
NTV
NTV
NTV
NTV

NTV
NTV


NTV
NTV
NTV
NTV
NTV
NTV
NTV
1.4E-05
NTV
NTV

ToxMty Endpotm
.. f
-
IncfaatadDvarwalght
-•
•• '




-

to^1SlamfflbnJnilUn0
•" s ^ •> % " -.^
••
•-
••
-
••
i „•„ ,\^ .'.."' i1
--


-
--
••
--
-•
••
-•
--
Impairment of neurooehsvtoral
--


UF/MF

-•
100/1
••
••



"
..


}• •• f •.
••
-
••
••
-

-•



••
-

-
••
-•
••
1000/1



Rttofflnoc^
>. :> •.
••
IRIS
-•
»



"
»


•. v ^ -, *
- *' ^'^J*.>'
••
•-
--
••
--
*" ^
--


V ' •.
--
--
--
••
--

--
IRIS



Dermal RID
^ *• •> %
800E-03
•-
7.20E-03
B.OOE-03



B.OOE-03
4BOE-03


%v % , \
-•
•-
1. OOE-02
--
•-
••
3.00E-OS


1 . ••
-•
2.00E-04
--
2.00E-01
1.00E-03

NA
9.4E-03
143E-03
6.00E-OZ
                                                                                                                                                                        cn
                                                                                                                                                                        cr
                                                                                                                                                                        ON
IRIS - Integrated Risk Information System (IRIS. 1997); HEAST • Health Effects Assessment Summary Tables (EPA. 1995); NCEA - National Center tor Environmental Assessment (EPA. 1997).
b - Dermal Slope Factor. Oral Slope Factor/Oral Absorption Factor
NA - Not available; NC - Not classified as a carcinogen; NTV- - No toxWty value avertable
                                                                                                                                                                     6-6

-------
                                                        5   9      GU47


        Estimated intakes of chemicals from environmental media can be compared to the
 RfD. RfDs are derived from human epidemiological studies or animal studies to which
 uncertainty factors have been applied. These uncertainty factors help ensure that the
 RfDs will not underestimate the potential for adverse noncarcinogenic effects to occur.

        D. Risk Characterization

        The risk characterization integrates the toxicity and exposure assessments into
 quantitative and qualitative expressions of risk.  The output of this process is a
 characterization of the Site related potential noncarcinogenic and carcinogenic health
 effects.

        Potential concern for noncarcinogenic effects of a single contaminant in a single
 medium is expressed as the hazard quotient (HO), or the ratio of the estimated intake
 derived from  the contaminant concentration in a given medium to the contaminant's RfD.
 By adding the HQs for all contaminants within a medium or across all media to which a
 given population may be reasonably exposed, the Hazard Index (HI) can be generated.
 Calculation of a HI in excess of unity indicates the potential for adverse health effects.
 Indices greater than one will be generated anytime intake for any of the chemicals of
 concern exceeds its RfD. However, given a sufficient number of chemicals under
 consideration, it is also possible to generate a HI greater than one even if none of the
 individual chemical intakes exceeds their respective RfDs.

        Carcinogenic risk is expressed as a probability of developing cancer as a result of
 lifetime exposure.  Excess lifetime cancer risks are determined by multiplying the intake
 level with the cancer potency factor.  EPA's acceptable target range for carcinogenic risk is
 one-in-ten-thousand (1E-4) to one-in-one-million (1E-6),

        Cancer and noncancer risks for the current and future use scenarios for the Site
 are summarized in Table 6-5.

 SOIL

        As shown in this table, the screening-level Reasonable Maximum Exposure (RME)
 Hazard Index for soil is below a level of concern for adults (Hi = 0.22), but is slightly above
 levels of concern for children (HI = 1.8). This value is due to contributions from aluminum,
 chromium, manganese, and vanadium. Because none of these chemicals cause
 noncancer effects on the same target tissues, and because none of the chemical-specific
 HQ values exceed a value of one, it is concluded that exposure to soil is not likely to pose
 a significant noncancer risk to children.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September. 1997                                                                      6-7

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                                                                         0048
                                        TABLE 6-5
                   SUMMARY OF HAZARD INDICES AND CARCINOGENIC RISKS
                        REASONABLE MAXIMUM EXPOSURE SCENARIO
^i^UilflgCENAFHO '
Risks From Soil
Current/Future Child Resident1
Current/Future Adult Resident1
Combined Current/Future Child
and Adult Resident
TOTAL HAZARD INDEX ; f
^fOTALCANCER RISK J

1.80
0.22
; -. - -> -. .
3.1E-05
2.0E-05
5.1E-05
Risks From Groundwater2 ;
Future Child Resident • ';.
Future Adult Resident
Combined Future Child and Adult
Resident v
20.89
8.96
-•:. „ • :."
7.8E-04
1.5E-03
22E-03
Combined Risks From Soil and Groundwater
Future Child Resident
Future Adult Resident
Combined Future Child and Adult
Resident
22.69
9.17
—
8.1E-04
1.5E-03
2.3E-03
       1 Risks from soil are the same for the current and future child and adult residents.
       * Risks from groundwater are based on data from the center of the tetrachloroethene (PCE) and
       trichloroethene (TCE) groundwater plume.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997
6-8

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                                                          5   9      OU49

       Estimated RME excess cancer risks from soil to residents (child plus adult) are 5E-
 05.  This risk is due entirely to the presence of polyaromatic hydrocarbons (PAHs) in soil,
 especially benzo(a)pyrene. The risk is contributed about equally by ingestion exposure
 and dermal contact. These risk levels are within the range (1E-04 to 1E-06) that are
 generally considered to be acceptable by EPA.
 GROUNDWATER

       The screening level RME Hazard Index would be in a range of concern for both
 children (Hl=20.89) and adults (Hl=8.96) if water from the center of the plume were used
 for drinking and showering. This risk is primarily due to PCE, with a smaller but still
 significant contribution from cis-1,2-DCE. Other chemicals in the center of the plume do
 not have HQ values that exceed one, and do not appear to pose significant noncancer risk.

       Estimated RME excess cancer risk to residents {child plus adult) from water at the
 center of the plume is 2.2E-03, substantially above the usual accepeptable risk range of
 1 E-04 to 1 E-06.  This estimated excess cancer risk is due primarily to PCE (1.9E-03), with
 a smaller but still significant contribution (2.6E-04) from 1,1-DCE.  These risks are derived
 mainly from the ingestion rolite (2.1 E-03), with a relatively  small contribution due to
 inhalation of volatiles while showering (1.1 E-04).  Other chemicals which contribute RME
 risks greater than 1E-06 include chloroform,TCE, bis (2-ethylhexyl)phthalate, heptachlor
 epoxide, and 1,4-dichlorobenzene. The combined RME risks from all of these chemicals is
 6.9E-05.

       The quantified carcinogenic risk for each chemical  of concern is given in Table 6-6.

 LEAD              '-"••• '•'•:^,-^."^-'::-.;   ,"'•:.•'-":'•"   '.

       Lead concentration data are available for 31 groundwater wells. Most of these
 wells (24 out of 31) had lead levels at or below detection limits (<3 ug/l), and 29 of 31 had
 concentrations at or below the current EPA action level for lead in drinking water (15 ug/l).
 Only two wells(converted wells NB007 and NB009) had concentrations above the action
 level, with measured values of 48 and 280ug/l, respectively.  Based on the groundwater
 data, it seems likely that most wells will be associated with lead levels that are not in a
 range of concern.

       E.  Conclusions

       Actual  or threatened releases of hazardous substances from this Site if not
 addressed by implementing the response action selected in this ROD, may present an
 imminent and substantial endangerment to public health, welfare,  or the environment.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997                                                                     6-9

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SCENARIO
Cur/ent/FulifH,
Risks from Sow
Future Risks
Utasedcn
uentef Plume
RECEPTOR
Child Resident
Adult Resident
._*
Chmj RostoBfrt
Adull Resident
_
CHEMICALS EXCEEDING.
PERCi
CHEMICAL
benzoiatovrane
dttwnziahtentiracene
benzofbkyhjor&nthene

benzofataiiwWrtOiino

banzofalDvrane

dttwnzfaJitantvacene
befuoftoMfluoranthene
hMvn/afcwtirarfinn
•nH^t^-nrtfn—
benzofatovrene

dw«iz(ah)aiinracene
penzoflMOnuoranthBne ,
hennWabmtiMflm
InrfDnrWI^'Ln'flliWn-
Tetrachloroethene (PCE)
Ll-Ofchtofoetwne
Trichtaroethene fTCE)

heotacrrioreiioxlde
1 A HirMrttlwMnino
Tetrachloroethene (PCE)


Chtorotonn
TricNoroethene fTCE)
bls(2-etivtiexvnphthalate
heoiachlor eooxlde
1 JJHrhbunh..*.**.
TetracMofoetnene (PCE1
1.1-Dtchtoroelhene
CfWJfUlUf Ml
Trtchloroethene fTCE)
bM2-etnt»xvnDhlnalaie

1 ^.nM,lnmhanf«n<.
-fcft£$$$ftlB&*C RISK AND THEIR
CARCINOGENIC RISK
1.9E05
49E06
31E06
19E06
1KFf>R
1.3E45
3.1E06
20E06
1 3E 06
inpjvt
32Efl5
80E06
5.1E-06
39F-OR
9RPJ1R
6 BE 04
flPF^S
57E-06
sap^e
25F06
»1PJM
1.2E-03
18E^4
2.0E^)5
1.5E-05
91E46
43E416
iv.n«
1.9E-03
2.6E04
2.1 EOS
2.1E-05
1.4E-05
BBE-06

PERCENT
62.3%
16.1%
10.2%
6.2%
X9V.
637%
15.2%
9.8%
64%
40*.
62.9%^
15.7%
100%
63%
•11*.
B72%
105%
0 7%
07%
03%
ntv.
800%
120%
1.3%
1.0%
06%
03%
niv.
800%
12JJ%
1.3%
10%
06%
03%

PKPO^l 1RF OOI ITCQ P VOPFOIWi'i t P f¥i f* AQf*tUfV*CMtr* DICI/ iTrtTAI
TVvf*T5 T^wJIi /^VV VfiwJ* AW wrv»\ jlW J W«Ti» w ftHMJ vl W^Jlir ^l^jh* lildl^l Uv^liri^*
EXPOSURE ROUTE
gejmal Contact with Surface

ggmal Contact with Surface
ggjmaJ Contact with Surface
Ingestton of Groundwater
Note' NontnoBSllon Use was
n^evaTuatelflorlie cNM
resuenl.
^~.
Ingeston of Groundwater
Nontaestton Uses of
GrounDwaler
CARCINOGENIC RISK
2.5E45
5.4E06
LIE-OS
90E06
36E-05
14E-05
1.1E-04
1.1E-04
2.1E03
1.1E-04
PERCENT
822%
17.8%
550%
450%
71.4%
286%
92.4%
7.6%
92.4%
7.6%
950%
50%
6-10

-------
SCENARIO
RECEPTOR
                                CHEMICALS EXCE
                                                                     tC R.SK AND THE.R
                                    CHEMICAL
                                       CARCINOGENIC RISK
                                                                             PERCENT
                                                                           wrararaBei^
                                                              EXPOSURE ROUTE
CARCINOGENIC RISK
PERCENT
             CMM Resident
               Tetracntoroethene (PCE)
                              1.1-DfcMoKMtlMW
                              benzofalpvrane
                              Titehtoroethena fTCE)
                              dtMoria.h>antwa
                              benzo4bk)fluof W rtl MM 10
                              heptacfilof opoxidB
                              1.4-OfcNoraberuera
                                                            68E4M
                                                               841%
                                                            82E-05
                                                               10.1%
                                                                               24%
                                                                               07%
                                                                                         Oamai Contact with Surface
                                                             53E-06
                                                                07%
                                                            49E-06
                                                                0.6%
                                                                                                  GroundHvator
                                                                                                                         25E45
                                                                                                          54E-05
                                                                                                          78E«4
                                                                                                                              3.1%
                                                                                                               07%
                                                                                                                                             962%
                                                                               04%
                                             25EXW
                                                                               03%
                                                                03%
                                                             19E4K
                                                                               02%
             Adult Resident
Tetrachlofoettiene (PCE)
1.1-Ochloroetiene
                              CNofolwin
                              TrichtofMthMie (TCE)
                              benzo(alpvrene
heplacntaf opoxidB
                              djbgtftn h>Hiilmueir
                              hBtira^hk)* • i«in)|y^
                                   ataoti
                                             t.2E 03
                                                                               827%
                                                             1.8E-04
                                                               12.4%
                                             20E4S
                                                 1.4%
                                                                10%
                                                                09%
                                                            91E06
                                                                06%
                                                            43E-06
                                                                03%
                                                           Dgmal Contact wtthSurtaoB
                                                                  of Groundwater
                                                                     Uses of
      1.1E-05

      90E-06

      13EXX)
  07%

  06%

  91.1%
  7.6%
                                                            3.9E-O8
                                                                0.3%
                                             3.1E-06
                                                 02%
                                                                0-1%
                                                             1 TF-fK
               Telfachtofpethene (PCE)
                              1.1-DWitoroetiene
                              CMoroiofifi
                              TricNoraethafW (TCE)
               bb(2-ethvlhexv»)phlhalale
                              heplacNor oDoxkto
                              I.^Otchtoroberuene
                              benziXMOfkiofanthone
                                                             19F.03
                                                                               833%
                                                                                         Ingestton of Graundwater
                                                            26F04
                                                                               11.4%
                                                                               1 4%
                                                            2.1E-OS
                                                                09%
                                                                0.9%
                                                                               0.6%
                                            _BJ£J]6_
                                                                               04%
                                                                0.3%
                                                                          Detmal
                                                                 Contact with Surface
      2.1EO3

      1.1EO4

      36EO5

      1.4E-OS
  929%

  4.9%

  1.6%

  0.6%
                                                                03%
                                             S.1E-06
                                                            39E-06
                                                                               01%
                                                                                                                                  OU51
                                                                                                                                                  6-11

-------
TABLE 6-. >ort. SUMMARY OF CHEMICALS AND EXPOSURE ROUTES EXCEED,.... A HAZARD INDEX OF 1; REASONABLE MAXIMUM EXPOSURE SCEN,  .0
SCENARIO
Current/Future Risks
From SoH
Future Risks From
Groundwaier
Combined Future Risk
From SoH and
Groundwater
(Center Plume Wets)
RECEPTOR
CNW Resident
Adult Resident
ChM Resident
AduN Resident
CNkf Rosktent
Adull Resident
CHEMICALS EXCEEDING A HAZARD INDEX OF 1
AND THEIR PERCENT CONTRIBUTION
CHEMICAL
No chemlcab exceeded a
hazard index oil
No dMrtbab exceeded a
hazard Index oil
TB^HI nlllik»MMjftMtna

ds-1.2Dtehtoroethene
Y*A*4J«MHkMAMIfMk

Tetrachtoroeiriene
ds-1 ,2-DtcWoroethene


cU- 1 ,2-Otchloroethene


Tetrachloroethene
_|_ « A jTMiliijiKLT-nrti iLjia

HAZARD INDEX


153
34
1.0
66
1.5
153
3.4
10
66
1.5
PERCENT


73.4%
16.3%
4.8%
734% S
16.3%
67.6%
15.0%
45%
71 7%
159%
EXPOSURE ROUTES EXCEEDING A HAZARD INDEX OF 1 (TOTAL RISK
FROM ALL CHEMICALS) AND THEIR PERCENT CONTRIBUTION
EXPOSURE ROUTE
Incidental Ingeslon ol Surface
So«
No exposure routes exceeded a
hazard Index oil
InQestfon of Grondwotoi
Note: Nordngestton Use was not
evaluated tor the chid resident
Ingestton ol Graundwater
Ingeslon ol Groundwater
Ingeston ol Groundwaier
HAZARD INDEX
1.7

20.9
9.0
209
9.0
PERCENT
96.0%

100.0%
998%
92.1%
97.6%
                                                                                                                     en

                                                                                                                     vc



                                                                                                                     O
                                                                                                                     cr
                                                                                                                     CTI
                                                                                                                     6-12

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                                                         5  9      0053
 SECTION 7.   APPLICABLE OR RELEVANT AND APPROPRIATE
 	REQUIREMENTS (ARARS)	
       The requirement that ARARs be identified and complied with and the development
 and implementation of remedial actions is found in Section 121 (d)(2) of CERCLA,
 42 U.S.C. Section 9621 (d)(2).  This section requires that for any hazardous substance
 remaining on-site, all federal and state environmental and facility citing standards,
 requirements, criteria, or limitations shall be met at the completion of the remedial action to
 the degree that those requirements are legally applicable or appropriate and relevant
 under the circumstances presented at the Site.

       Three classifications of requirements are defined by EPA in the ARAR determination
 process:      •             .•^.••.•r-^"     :-:KV -V^-.'/

  •    Chemical-specific: These requirements set protective remediation levels for the
       chemicals of concern.

  •    Location-specific: These requirements restrict remedial actions based on the
       characteristics of the site or its immediate surroundings.

  •    Action-specific:  These requirements set controls or restrictions on the design,
       implementation, and performance levels of activities related to the management of
       hazardous substances, pollutants, or contaminants.
      A. Chemical-Specific ARARs

      Chemical-specific ARARs include those laws and regulations governing the release
 of materials possessing certain chemical or physical characteristics, or containing
 specified chemical compounds. Chemical-specific requirements set health- or risk-based
 concentration limits or ranges in various environmental media for specific hazardous
 substances, contaminants, and pollutants. These ARARs, when applied to site-specific
 conditions, establish numerical values that define the acceptable amount or concentration
 of a chemical that may be found in, or discharged to, the ambient environment. Examples
 include drinking water standards and ambient air quality standards. Chemical-specific
 ARARs are established once the nature of the contamination at the site has been defined,
 which is accomplished during the Rl. Chemical-specific ARARs for this Site are listed in
 Table 7-1.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September. 1997                                                                   7-1

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TABLE 7-1 -
                               ARARS, CRITERIA. AND GUIDANCE FOR THE SITE
  FEDERAL

  Sato Drinking Water Ad


    National Primary DrtnMng WaUr Standards




    National Secondary DrtnUng Water Standards




    Maximum Contamtnart Law! (MCL) Goals




  dean Water Act


    Water Quality Criteria





  Resource Conservation and Recovery Act (RCRA), as amended



    RCRA Groundwaler Protection



  Clean Air Ad
     National Primary and S
     Standards
                        Jary Ambient At OuaMy



National Emissions Standards tor Hazardous Air Pollutants
                                                       4QUSC Section
                                                       300


                                                       40 CFR Part 141
                                                       40CFR143
                                                       40 CFR 141
                                                       33 USC Section
                                                       1251-1376


                                                       40 CFR Part 131
40 CFR Part 264



40 USC 1857


40 CFR Part 50



40 CFR Part 61
Establishes health-based standards tor  public water
systems (MCLs).
Establishes wetlaretesed standards tor pubHc water
systems (secondary MCLs).



Establishes drinking water quality goals set at levels ol no
known or anticipated adverse hearth elteds.
Sets criteria lor water <
organisms and human?
I on toxtoty to aquatic
                                                                           Provides for groundivaler protection standards, ganeral
                                                                           monitoring requirements, and technical requirements
Sets prtnary and secondary air standards at levels to
protect put** health and public welfare


Provides emissions standard lor hazardous air polutants
lor which no ambient air quality standard exists
                     The MCLs for organic and horoante contaminants are relevant
                     and appropriate to the groundwaler contaminated by the site
                     since lite aquifer is a drfiWng water source.


                     Secondary MCLs lor organic and Inorganic contaminants are
                     guidelines to be considered lor groundwater since  it is a
                     vintiing water source.


                     MCLQs tor organic and Inorganic contaminants are relevant
                     andappropnate  to tie groundwaler since It Is a drinking water
                     source.
                                                                      May be relevant and appropriate H groondwater, either treated
                                                                      or untreated. Is discharged to a Surface water body.  Also
                                                                      retovanl and appropriate to any runott trom contaminated soil or
                                                  RCRA groundwator protection standards are relevant and
                                                  appropriate lor gnoundwaler at tie site.
                     May be relevant and appropriate II onslte treatment units or
                     excavation are a part ol remedial action.


                     May be relevant and appropriate II onslte treatment units or
                     excavation are a part ol remedial action.
  STATE
  North Carolina Drinking Water Ad



  North Carcttw Groundwator Standards



  North Carolina Water Ouatty Standards


  North Carolina Surface Water Effluent Llmttallon*


  North Carolina Air Pollution Cornrol Regulations


  North Carolina Hazardous Waste Management Rules
                                                       130A NCAC 311-     Regulates water systems within the state that supply
                                                       327                 drtftkftgwater that may affed the public health


                                                       15A NCAC 2L        Establishes groundwater classification and water qualty
                                                                           standards.


                                                       15A NCAC 2B        Establishes a series of classifications and water qualty
                                                                           standards lor surface water.

                                                       15ANCAC2B        Estabfeha fcrtls and guidelines lor effluent discharged to
                                                                           waters ot tie state.

                                                       15A NCAC 20/2O    Regulates ambient air quality and establishes air qualty
                                                                           standards lor hazardous air poDutanls.

                                                       15ANCAC13A      Establishes standards  for hazardous waste  treatment
                                                                           facilities                               	
                                                   Provides tie state with the authority needed to assume primary
                                                   enforcement responsibility under the federal act.


                                                   Guidelines for alowabto levels of toxic organic and Inorganic
                                                   compounds in groundwaler used lor drtnkfhg water. Relevant
                                                   and appropriate to groundwater at the Site.

                                                   May be appKcabfe If treated groundwater Is discharged to
                                                   surface waters.

                                                   May be appkabte II treated gnoundwater Is discharged to
                                                   surface water.                                 r

                                                   May be appkabte Is on-sHe treatment or excavation Is part ol
                                                   the remedial action.

                                                   May be appHcabte If hazardous waste Is excavated and stored
                                                   or treated as part ol the remedial action.	
          North Belmont PCE Site

          Record of Decision
          •torth Belmont. Gaston County. NC

          •ptember. 1997
                                                                                                                                                    5    9
                                                                                                                                                                0054

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                                                              5   9      0055
      B. Location-Specific ARARs
      Location-specific ARARs are design requirements or activity restrictions based on
  the geographical or physical positions of the Site and its surrounding area. Location-
  specific requirements set restrictions on the types of remedial activities that can be
  performed based on site-specific characteristics or location.  Examples include areas in
  a flood plain, a wetland, or a historic site. Location-specific criteria are generally
  established early in the RI/FS process since they are not affected by the type of
  contaminant or the type of remedial action implemented.  Location-specific ARARs for
  this Site are listed in Table 7-2.
      C. Action-Specific ARARs

      Action-specific ARARs are technology-based, establishing performance, design,
  or other similar action-specific controls or regulations for activities related to the
  management of hazardous substances or pollutants. Action-specific requirements are
  triggered by the particular remedial alternatives that are selected to accomplish the
  cleanup of hazardous wastes. Action-specific ARARs for this Site are provided in Table
  7-3.              '•     '  :   '•••  .--...    :-...-


      D. Media of Concern

      Based on the results of the remedial investigation and the baseline risk
  assessment, the North Belmont Site has one contaminated media; groundwater.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                    7-3

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                                                                              0056
  TABLE 7-2 - LOCATION-SPECIFIC ARARS. CRITERIA. AND GUIDANCE
Standard. Requirement,
Criteria, or Limitation
Federal
Resource Conservation and
Recovery Act (RCRA), as
amended
RCRA Location Standards
Fish and Wildlife Conservation
Act
Ftoodplain Management
Executive Order
Endangered Species Act
Wetlands Management Executive
Order
State
North Carolina Hazardous Waste
Management Rules
North Carolina Solid Waste
Management Rules
Citation

42 USC 6901
40CFR264.18(b)
16 USC 2901 et
seq. ; . ;
Executive Order
^ngsa^ocFR
6.302 :
16 USC 1531
Executive Order
11990; 40 CFR
6.302

15ANCAC13A
15ANCAC13B
Requirements
Synopsis


A treatment/storage/
disposal (TSD) facility
must be designed,
constructed, operated,
and maintained to avoid
washout on a 100-year
floodplain, ; ; :
Requires states to identify
significant habitats and
develop conservation
plans for these areas.
Actions that are to occur
•in ftoodplain should avoid
adverse effects, minimize
potential harm, restore
and preserve natural and
beneficial value.
Requires action to
conserve endangered
species or threatened
species, including
consultation with the
Dept of interior.
Action to minimize the
destruction, toss or
degradation of wetlands.

Location requirements for
hazardous waste
treatment/storage/
disposal facilities.
Siting requirements for
solid waste disposal
units.
Comment


May be relevant and
appropriate if an onsite
TSD facility is required as
part of overall remediation
and it exists within the
1 00-year floodplain.
Confirmation with the
responsible state agency
regarding the Site being
located in one of these
significant habitats.
Remedial actions are to
prevent incursion of
contaminated groundwater
onto forested floodplain.
Endangered species thus
far, have not been
identified at the Site.
Relevant and appropriate if
remediation occurs in
wetlands.

May be applicable to
hazardous waste
excavated, stored, and
treated on-site.
May be relevant and
appropriate to
nonhazardous waste
disposed on-site.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997
7-4

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          Ji    E 7-3 - ACTION-SPECIFIC ARARS. CRITERIA. AND GUIDANCE     \ THE SITE
                OR UMfTATON
                                                         CtTAHOM
                                                                                                                                                           COMMENT
Groundwatfr Extinction and Tmatrmrt


Resource Comorvalon and Recovery Ad (RCRA), a*
amended


   IdantMcatlon of Hazardous Waste


   Treatment of Hazardous Wastes In a UMI



   Requirements for Generation. Storage,
   Transportation, and Disposal of Hazardous Waste


   Land Disposal Restrictions


Disposal • Discharge to Surface Waf tr/POTW


dean Water Ad


   Requires use of Best Avatabte Treatment
   Technology


   Requires Use of Best Management Practices
National
(NPDES) Permit
                      arge Elimination System


           must be constslent wffh the r
   Discharge must not Increase contaminant
   concenfartons In orlsite surface water.
Other


Occupational Safety and Health Administration



STATE

North Carolina Water OuaMy Standards

North Caro»na Groundwater Standards


Wastewater Discharge to Surface Waters

North Carolina Air PoUuton Control Regulations
                                             42 USC Section 6901 el seq.



                                             40CFR261
40CFR268




33 USC Section 1351-1376


40CFR122



40CFR12S



40CFRl22SubpartC



40CFR122
                                              29 CFR 1910 Pan 120





                                              15ANCAC2B


                                              15ANCAC2L



                                              1SANCAC2H


                                              1SANCAC2Dand2Q
Federal requirements for dassfflcaton and (dsntfflcatkin of hazardous wastes.

Rules and requirements tor fhe teatment of hazardous wastes.


Regulates storage, tansportatlon, and operation of hazardous waste generators.


Prohibits dNulton as a substitute for treatment.
Used best awHabte technology economlcaBy acWevBble to required to control dhcnarge of
toxic poUulanis to PubfidyoSffed treatment works (POTW)

Requires devetopment and Implementation of a Best Management Practices propram to
prevent Vie release ol toxic constituents to surface water.

Use ol best available technology eoonomlcaly acNevaMe for toxic pokitants discharged to
surface waters.
                                                                          Discharge must comply with EPA-approved Water Oualtty Mar
                                                        wit Plan.
                                                                          Selected remedal action must establish a standard ol control to maintain surface water
                                                                          quality.
                             Provides safety rules lor handHng specific chemicals for site workers during remedal
                             activities.
                             Surface water quality standards.

                             Establishes groundwater standards, regulates Injection wels. sets criteria lor natural
                             attenuation.


                             Regulates surface water discharge and discharges to POTW.

                             Regulates amUenl  air quality and establishes air quality standards lor hazardous air
                             podulanls.
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HeMMn via Appr upiuie



Retownl and Appropriate



Relevant and Appropriate







Relevant and Appropriate



Relevant and Appropriate



Relevant and Appropriate



Relevant and Appropriate




Relevant and Appropriate






Apptcabte





Retovant and Appropriate


Relevant and Appropriate



Reterart and Appropriate


Maybeapplcabteloron
site irealmeni/excavalion
        North Belmont PCE Site

        Record of Oectsion

        North Belmont. Gaslon County, NC

        September. 1997
                                                                                                                                                            UUb7
                                                                                                                                                               75

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                                                               5  9
                                                       GUB8
  SECTION 8.
REMEDIAL ACTION OBJECTIVES
       Considering the requirements for risk reduction and the risk-based remediation
  levels derived in the Baseline Risk Assessment, and the ARARs discussed previously,
  the remediation goals specifically developed for groundwater across the entire Site are
  presented in Table 8-1.

      The remediation goals were selected as the most conservative of the chemical
  specific ARARs or the health-based risk goals.  The contract required quantitation limit
  (CRQL) was chosen if the chemical-specific ARAR was below this limit. The
  background concentration would have been selected as the remediation goal if it had
  exceeded the risk-based goal, as is the normal procedure.
 TABLE 8-1 • REMEDIATION GOALS FOR GROUNDWATER AT THE NORTH BELMONT SITE
CONTAMINANTS OF
CONCERN
Tetrachloroethene (PCE)
Trichloroethene (TCE)
Cis-1 ,2-Dichloroethene
(1,2-DCE)
Chloroform (CLFM)
Methylene Chloride
1 ,1 -Dichloroethene
(1.1 -DCE)
Bis(2-ethylhexy1)prrthalate
Lead
MAX (UG/L)
3,500
280
1,100
2.4
62
;....- ,4. ...;.:,,.,.,
110
280
REMEDIATION
GOAL (UG/L)
. . -,.:.1 •,.•
2.8
70
•":•' 1
.- :. 5 . •'•. '•
"V-. •:••>: ••'•••
3
15
BASIS
CRQL (NCGS 0.7 ug/l)
NC 2L GS
NC 2L GS
CRQL (NC 2L GS - 0.19 ug/l)
NC 2L GS
NC 2L GS
NC 2L GS
NC 2L GS
Notes: CRQL - Contract Required Quantitation Limit; NC 21 GS - North Carolina Administrative Code Subchapter 2L
Groundwater Standard
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997
                                                        8-1

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                                                            59      0059
  SECTION 9.
DESCRIPTION OF ALTERNATIVES
       Table 9-1 lists the remedial action alternatives developed for the North Belmont
  PCE Site.
  TABLE 9-1. REMEDIAL ACTION ALTERNATIVES FOR GROUNDWATER AT THE SITE.
NUMBER
Alternative 1
Alternative 2
Alternative 3
Alternative 4
NAME
No Action
Limited Action . ; :
Groundwater Exposure
Abatement
Groundwater Exposure
Abatement plus
Groundwater Treatment
DESCRIPTION
Site is left "as is";
Five-year reviews conducted
Deed recordations
Semi-annual groundwater monitoring
Five-year reviews conducted
Grty Water connections
Wellhead treatment
Semi-annual groundwater monitoring
Five-year reviews conducted
City Water connections
Wellhead treatment
Semi-annual groundwater monitoring
Treatment of contaminated groundwater
Five-year reviews conducted
       Descriptions of the alternatives developed for remediation of groundwater are
 discussed below. All of the alternatives except the "No Action" alternative include
 periodic monitoring of the groundwater including monitoring wells and potable wells for
 site contaminants to evaluate the site conditions and the migration of contaminants
 over time.

       Note: Lead was found in two converted wells (residential wells that were
 converted to monitoring wells) above EPA's action level and North Carolina's
 Groundwater Standard of 15 ug/l.  This occurrence of lead may be due to the pipes in
 these wells. Therefore, lead is not considered to be wide-spread problem at this Site,
 and no treatment has been proposed for lead.  If monitoring shows that lead is more
 widespread than now believed, EPA will address this situation at that time.

       A.  ALTERNATIVE 1 • NO ACTION

       Under the No Action alternative, the Site is left "as is", and no funds are
 expended foY active control of the groundwater contaminant plume. Contaminated
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997
                                                         9-1

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                                                                         OU60
  groundwater would remain uncontrolled allowing for the potential migration farther
  downgradient and deeper into bedrock. The NCR requires consideration of this
  alternative as a baseline for comparing other remedial actions and the level of
  improvement achieved. However, five-year reviews of the Site remediation decision,
  which consist of one round of sampling of selected monitoring and potable wells, would
  be conducted over an estimated 30-year period.
       B. ALTERNATIVE 2 - LIMITED ACTION

       In this alternative, deeds in the area would be required to record the fact that
 groundwater contamination exists under the property, and if a potable well is
 constructed, a strong possibility exists that the water will be contaminated with
 unacceptable levels of volatile organic contaminants.  These recordations would
 remain in place until the groundwater quality would allow unrestricted use.

       Semi-annual groundwater monitoring would be conducted on both monitoring
 wells and potable drinking water wells. Wells would be sampled for volatile organic
 compounds. The five-year reviews would be required because concentrations of
 chemicals remain at the Site above levels that allow unlimited use of the groundwater.
       C. ALTERNATIVE 3 - GROUNDWATER EXPOSURE ABATEMENT

       Under this alternative, all homes, churches, and businesses in the North Belmont
 PCE Site area not currently connected to the City of Gastonia or Gaston County public
 water supply would be connected.  In addition, residents will also be given the option to
 obtain wellhead treatment of their private well, i.e. groundwater treatment  such as a
 carbon filter unit would be connected to the private water supply well.

       Semi-annual groundwater monitoring would be conducted on both monitoring
 wells and potable drinking water wells. Wells would be sampled for volatile organic
 compounds. The five-year reviews would be required because concentrations of
 chemicals remain at the Site above levels that allow unlimited use of the groundwater.
       D. ALTERNATIVE 4 - GROUNDWATER EXPOSURE ABATEMENT PLUS
             GROUNDWATER TREATMENT

       This alternative would include all the provisions of Alternative 3 plus would add
 treatment of the contaminated groundwater plume. The groundwater plume has been
 divided into three distinct plumes contained within the shallow, saprolite aquifer, the top
 of bedrock aquifer, and the bedrock aquifer. The treatment process will consist of a
North Betmcnt PCE Site
Record of Decision
North Belmont Gaston County, NC
September. 1997                                                                 9-2

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                                                             59      0061


  combination of two different process options: in-well vapor stripping and jn-situ
  biological treatment.

       The in-well vapor stripping and in-situ bioremediation technologies would be
  used throughout the plume. A treatability study would be performed to determine the
  optimum combination of these two treatment processes, and the best conditions for the
  use of each.

        Additional studies and monitoring would be needed to determine the
  effectiveness of this combination of treatments. The study would also focus on
  determining the optimum treatment technology based on the unique aspects of each
  plume; i.e., the shallow plume would be more accessible than the other two, the
  bedrock plume would be more complex due to the depth and the presence of bedrock
  fractures. In addition, another factor that should be taken into consideration is the
  location of this Site; the majority of the plume is located in residential,  privately-owned
  areas and the remedy would be designed so that it will not be overly intrusive to the
  neighborhood.
North Belmont PCE Site
Record of Decision
North Belmont. Gaston County. NC
September, 1997                                                                   9-3

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                                                           5  9      0062.

  SECTION 10. SUMMARY OF COMPARATIVE ANALYSIS OF ALTERNATIVES
       In this section, each alternative is assessed using seven evaluation criteria
  required under CERCLA.  Comparison of the alternatives with respect to these evaluation
  criteria are presented in summary form. This approach is designed to provide sufficient
  information to adequately compare the alternatives, aid in the selection of an appropriate
  remedy for the Site, and demonstrate satisfaction of the statutory requirements.

       Each alternative is evaluated in terms of its ability to:

   •   Be protective of human health and the environment.

   •   Attain ARARs or provide grounds for invoking a waiver.

   •   Use permanent solutions and alternative treatment technologies or resource
       recovery technologies to the maximum extent practicable.

   •   Satisfy the preference^ for treatment that reduces toxicity, mobility, or volume of the
       hazardous substances, pollutants and contaminants as a principal element.

   •   Be cost-effective.

   The seven evaluation criteria required to address the above CERCLA requirements
  serve as the basis for conducting the detailed analysis. The evaluation criteria are briefly
  described  below.                       i

   1.   Overall Protection of Human Health and the Environment determines whether each
       alternative meets the requirement that it be protective of human health and the
       environment in both short- and long-term, from unacceptable risks posed by
       hazardous substances, pollutants, or contaminants. This criterion is of key
       importance. While the remedy selected may on occasion seek a waiver of a given
       ARAR, the remedy selected must be protective  of human health and the
       environment.

   2.   Compliance with ARARs is used to determine how each alternative complies with
       federal and state ARARs as defined in CERCLA Section 121, as discussed in
       Section 2, or provide grounds for invoking one of the waivers.

   3.   Short-Term Effectiveness addresses the impacts of the alternatives during the
       construction and implementation phase until remedial response objectives have
       been met. Alternatives are evaluated with respect to their short-term effects on
       human health and the environment.
North Betmont PCE Site
Record of Decision
North Betmont, Gaston County, NC
September. 1997                                                                   10-1

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                                                              5  9      OU63


   4.  Long-Term Effectiveness and Permanence addresses the results of a remedial
       action in terms of the risk remaining at the Site after response objectives have been
       met. The primary focus of this evaluation is the effectiveness of the controls that will
       be applied to manage risk posed by treatment residuals or untreated wastes.

   5.  Reduction of Toxicity, Mobility, and Volume addresses the statutory preference for
       selecting remedial actions that employ treatment technologies that permanently and
       significantly reduce toxicity, mobility, or volume of the hazardous substance as their
       principal element. This preference is satisfied when treatment is used to reduce the
       principal threats at the Site through destruction of toxic contaminants, irreversible
       reduction in contaminant mobility, or reduction of total volume of contaminated
       media.

   6.  Implementability addresses the technical and administrative feasibility of
       implementing an alternative and the availability of various services and materials
       required during its implementation.

   7.  Cost estimates for the FS are expected to provide an order-of-magnitude evaluation
       for comparison of alternatives and are based on the site characterization developed
       in the Rl. Capital cost, annual cost, and a present worth analysis are part of this
       evaluation. The present worth represents the amount of money that, if invested in
       the initial year of the remedial action at a given rate, would provide the funds
       required to make future payments  to cover all costs associated  with the remedial
       action over its planned life.  The baseline present worth is computed at a discount
       (interest) rate of 7 percent over a 30 year period. Appendix A contains
       spreadsheets showing each component of the present worth costs.

       The first two criteria are referred to in the RI/FS guidance manual (EPA 1988) as the
 "threshold factors", implying that for further consideration of an alternative, these two
 criteria must be satisfied. Alternatives which do not satisfy these threshold factors are not
 feasible (40 CFR 300.430(f)(1)(l)(A). Criteria 3 through 7 are referred to as "primary
 balancing factors" (page 4-25 of RI/FS manual), implying that these criteria  are used to
 select the alternative among the feasible alternatives. There are two other criteria, state
 acceptance and community acceptance, which are provided by state  and local agencies
 and the public. These criteria will be evaluated in the responsiveness summary. A
 detailed analysis of the alternatives using the above criteria is presented below.

       A. Alternative 1 - No Action

       Section 300.430 (e) of the NCP requires that the "no action" alternative be carried
 forward for consideration in the detailed  analysis of alternatives as a  baseline for
 comparison of the other alternatives. Under the no action alternative, funds are not
 expended for routine monitoring, control, or cleanup of groundwater contamination
 associated with the Site.  Funding would, however, be required for the five-year review.


North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997                                                                     10-2

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                                                           5  9      01)64
  Overall Protection of Human Health and the Environment
       This alternative would not provide any increased protection to human health or the
  environment.  If no action is taken, the groundwater plumes would continue to migrate.
  Residents in the vicinity of the Site would continue to drink water from private wells that
  contain contaminants above the remediation goals. However, since soils at the Site did
  not contain any significant amounts of contamination, the concentration of contaminants in
  the groundwater would be expected to decrease with time due to natural processes and
  dilution.  Under this action, monitoring or verification of the decrease would be conducted
  only at the five-year review stage.

  Compliance with ARARs

       The "no  action" alternative would not address compliance with ARARs since there
  would be no active measures taken to reduce the contaminant concentrations. The
  volatile organic contaminant concentrations would be expected to decrease with time due
  to natural processes and dilution.  Location- and action-specific ARARs do not apply to
  this alternative since further remedial action would not be conducted.

  Short-Term Effectiveness

       Because no activities would be implemented, there would be no additional impact
  on the community. Also, no construction or operation related impacts to the environment
  would occur, since no site activities would be performed.

  Long-Term Effectiveness and Permanence

       Because remedial actions would not occur, this alternative would not provide any
  long-term effectiveness or permanence. The long term risks caused by the contaminated
  groundwater would not be addressed. However, since the Site soils did not contain  any
  significant amounts of contamination, the concentration of contaminants in the ground
  water would be expected to decrease with time due to natural processes and dilution.

  Reduction of  Toxicity, Mobility, and Volume

       The "no  action" alternative would provide no reduction in toxicity, mobility, or volume
  of contaminated groundwater.

  Implementabllity

   This criterion is not applicable because remedial activities would not occur.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September, 1997                                                                    10-3

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                                                             5  9       0065

  Cost

       The cost of this alternative consists only of 5-year review expenses. The total
  present worth cost for this alternative is approximately $291,066.


       B. Alternative 2 - Limited Action

       This alternative includes deed recordations and groundwater monitoring to protect
  human health and the environment.  Under this alternative, no groundwater remedial
  measures will be undertaken at the Site.  Five-year reviews are required under the NCR to
  determine if contaminants which remain on-site are causing additional risk to human
  health or the environment. As a result of this review, EPA will determine if additional site
  remediation is required. Five-year reviews are assumed to be conducted for a 30-year
  period.

       Deed recordations would require amending the property deed to note that
  contaminated groundwater is located on the property. These recordations would be
  required on properties within the extent of the groundwater plume.  These recordations
  would remain in  place until the groundwater quality improved enough to allow for
  unrestricted use.

       Groundwater will be monitored semi-annually for five years and annually for 25
  years at approximately 30 existing monitoring, converted residential, and residential wells.
  Groundwater will be collected and analyzed for VOCs and lead.

  Overall Protection of Human Health and the Environment

       Deed recordations would alert residents of the potential hazards associated with the
  contaminated groundwater. They  would limit exposure  by warning of unlimited use  of the
  groundwater;  however, the recordations would not completely eliminate the risk of
  exposure or control the plume migration. Consequently,  this alternative would not provide
  active protection of human health and the environment,  although monitoring would reveal
  future threats to  human health and the environment.

  Compliance with ARARs

       This alternative does not achieve the remedial action objectives of chemical-specific
  ARARs established for groundwater. Through natural processes and dilution,  a decrease
  in the contaminant concentration would be expected with time. However, the magnitude
  of the decrease can only be qualitatively determined.  It  is  not known whether natural
  processes and dilution alone would result in sufficient contaminant reduction to attain
  ARAR's. Location- and action-specific ARARs do not apply to this alternative since
  further remedial  actions of an  intrusive nature would not be conducted.

North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September.1997                                                                    10-4

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                                                              5  9       0066

  Short-Term Effectiveness

     Implementing this alternative would require approximately one year. Groundwater
  monitoring could begin immediately. No significant environmental impacts would be
  expected during the sampling events.

  Long-Term Effectiveness and Permanence

     Properly implemented deed recordations would make residents aware of the
  contamination and thus potentially prevent ingestion and direct contact with contaminated
  groundwater, thereby reducing risk to potential users. Implementation of deed
  recordations with continued monitoring would be required indefinitely.  The long term
  monitoring results and the actual effectiveness of the deed recordations would require
  periodic reassessment to determine the continued effectiveness of this alternative.  If the
  degree of protectiveness to human health is insufficient, further remedial actions would
  have to be implemented.

  Reduction of Toxiclty, Mobility, and Volume

     This alternative would not actively reduce the volume, toxicity or mobility of the
  contaminants. The size of the contaminant plume could increase with  time.  However, as
  the size of the plume increases the contaminant concentrations are expected to decrease
  via natural processes and dilution.

  Implementability

     This alternative would be readily implemented since there are no remedial activities of
  an intrusive nature being performed. The implementation of monitoring would present no
  difficulties. Implementing and enforcing deed recordations would require the cooperation
  of the state and local governments. The deed recordations may be subject to change in
  legal and political interpretations over time. Voluntary acceptance by  adjacent property
  owners is questionable.  Consequently, present or future property owners could choose to
  ignore or be unaware of the deed recordations. The recordation could also be lost during
  future property transfers.  For the above reasons, the reliability of groundwater use deed
  recordations is considered uncertain.  Legal services, field personnel  and analytical
  laboratories necessary for implementation of this alternative are readily available.  If
  additional monitor wells are required, well drilling services are readily available. Monitor
  equipment is  readily available for groundwater sampling.

  Cost

     The total estimated present worth cost for this alternative is $432,255. The capital
  costs associated with this alternative include fees for implementing deed recordations and
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997                                                                     10-5

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                                                                5   9      0067

  sampling equipment for monitoring. The O&M costs include long-term monitoring
  activities, which have been evaluated for a 30-year period.

     C.  Alternative 3 - Groundwater Exposure Abatement

     Under this alternative, all homes, churches, and businesses in the North Belmont
  PCE Site area not currently connected to the City of Belmont or Gaston County public
  water supply would be connected. The North Belmont PCE Site area is defined in Figure
  1-2 of this Record of Decision. In addition, residents will also be given the option to
  obtain wellhead treatment of their private well.

     If requested, aqueous phase activated carbon units for removal of organics from
  groundwater supply would be installed at the wellhead of each residential well. Filtration
  will also be used as a precursor to the carbon treatment units.

     This alternative also includes monitoring of groundwater from approximately 30
  monitoring wells for 5 years on a semi-annual basis and for 25 years on an annual basis.

     All connections to the ojty water system would require assistance from state and local
  authorities, especially in the areas of public notification, system design, and system
  construction.  During initial procedures, an accurate count of the number of residences
  that are, or may be potentially affected by the groundwater contaminant plume would have
  to be determined.  Once determined, EPA, state and local authorities would have to notify
  each resident and present the positive and negative aspects of a public water connection.
  Recognition of the fact that some residents will not want to accept public water supply
  connection is understood. After notification of the public, system design will begin.
  System design will require agreement between local authorities and EPA as to the total
  number of connections and total extent of pipeline.  Following completion of the system
  design,  system construction will commence. The system will  most likely be installed by
  the local authority or qualified contractor.

     Groundwater treatment at the wellhead will consist of the installation of a filtration unit
  and granular activated carbon (GAC) unit.  Both of the filter systems will be installed in-
  line on present residential water systems. The systems will be designed to remove
  particulates from the influent groundwater as well as any organics present.

     The first tittering unit of the in-line treatment system will consist of a paniculate filter
  for removal of sediment and other matter from the influent water line. Following the
  paniculate filter, the feed water will flow into a GAC system. The GAC system will consist
  of two units operated  in a downflow fixed-bed mode, as it has been found to be most cost
  effective and produces the lowest effluent concentrations for low solids feed streams.
  Due to space constraints, each unit will contain a maximum of 50 pounds of carbon and
  will be replaced on a semi-annual to annual basis.  Spent carbon will be taken offsite for
  regeneration or disposal.


North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September, 1997                                                                    10-6

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                                                                 5  9      0068


     To assess the effectiveness of the treatment system, the water effluent will be
  routinely monitored. Monitoring will be more frequent during startup and early operation.
  A typical/comparative ground water monitoring program is described in Alternative 2 -
  Limited Action.

  Overall Protection of Human Health and the Environment

     This alternative provides protection of residents from contaminated groundwater
  during an extended period of time; therefore, risks to current and potential groundwater
  users are expected to decrease. However, this alternative does not preclude potential
  damage to the environment from migration of the current groundwater plume or migration
  of the plume to other areas.           ;

  Compliance with ARARs

     Under this alternative, groundwater recovered from the wellhead treatment will be
  treated such that contaminant concentrations in the effluent will be below the remediation
  goals.  However, this alternative will do little to control the migration of the overall
  groundwater plume.      \

  Short-Term Effectiveness

     Appropriate levels of protection will be used during installation of the treatment
  system and connection of residents to the city water supply.  Disposal of any wastes
  generated during construction and operation will follow proper handling practices and
  should not have adverse environmental impact.

  Long-Term Effectiveness and Permanence

     Connecting affected residents to city water supply will provide a permanent remedy
  for protection of human health.  The wellhead treatment would require regular
  maintenance  and continued monitoring.

  Reduction of To x I city, Mobility, and Volume

     Pumping at a water supply well would capture the plume on a limited basis and thus
  reduce the mobility.  Treating the groundwater by aqueous phase GAC will reduce the
  concentrations of organics in the groundwater to the remediation goals and therefore, the
  toxictty and volume.

  Implementability

     This alternative involves installation of in-line groundwater treatment units, including
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                    10-7

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                                                                        u u o
 filtration units and activated carbon units. These components are widely; available and the
 system can be assembled using normal construction techniques. All of the units of the
 treatment system are easily transportable and installed. For the organic contaminants
 detected at the Site, carbon adsorption is a proven technology and is often used as a
 means for treatment.

     Water lines currently used by the city are in close proximity to many of the residences
 at the Site and would only require extensions of the lines to connect new residences.
 Permits and designs would have to be obtained by the local authority or qualified
 contractor.

 COSt                          :-:OVv-^V^h;.

     Costs associated with the connection of residences to the public water supply include
 public notification, system design, and system construction.  For estimating purposes,
 EPA  assumed 75 residents would be connected to city water.  Capital costs associated
 with the groundwater treatment unit portion of the alternative includes treatability study
 costs, installation of the filter and carbon adsorption units, and other associated
 instrumentation and equipment.  For estimating purposes, EPA assumed that 50 residents
 would request wellhead treatment with operation and maintenance for a period of 1 year.
 The estimated total  present worth cost for this alternative is $2,196,275.
     D. Alternative 4 - GW Exposure Abatement Plus GW Treatment

     This alternative includes all the provisions of Alternative 3 - Groundwater Exposure
 Abatement plus adds remediation of the groundwater that contains contaminant
 concentrations above the remediation goals. The major components of the groundwater
 treatment option include in-well vapor stripping and in-situ biological treatment.

     The in-well VOC removal system volatilizes VOCs contained in groundwater and
 removes them as a vapor. The vapor is retrieved using vacuum extraction and is treated
 above ground by adsorption onto granular activated carbon (GAC). The VOC-enriched
 vapor is extracted and the partially cleaned water is returned to the aquifer.  The system
 recirculates the groundwater through air-lift pumping. The system converts groundwater
 contamination into a vapor that is vacuum-extracted and treated. At the same time, air-lift
 pumping circulates the groundwater, which becomes cleaner with each pass through the
 in-well air stripper. The only input to the system is gas, which is injected into the well.
 The injected gas is typically air and can be recycled during the process.

   The only output of the system is gas that is removed from the well; this gas contains the
 VOCs removed from the groundwater.  After removal, this VOC vapor is adsorbed onto
 GAC. The GAC is regenerated and reused. No major facilities are needed for this
 technology. Power is needed to operate the pumps and compressors. The method itself


North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September, 1997                                                                   10-8

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                                                           5   9      0070

  involves no moving parts beneath the ground surface; however, careful packer and well
  designs would be required to successfully divert the groundwater from the well back into
  the saturated zone and to the water table.

     The system is expected to operate approximately 10 years. The maximum amount of
  contamination is estimated to be removed within the first three years. After 10 years of
  operation, the treatment system will be evaluated for its effectiveness and the decision will
  be made on the continuation of this treatment.

     The second component of the treatment system would be in-situ bioremediation to
  degrade the contaminants in the aquifer.  The process  involves the addition of
  microorganisms, nutrients, and an oxygen source (if aerobic) to the aquifer to enhance the
  natural degradation process. A treatability study will  be conducted to determine the
  optimum concentrations of nitrogen, phosphorus, and other trace minerals that are
  required by the microorganisms to best degrade the organic compounds.

      Groundwater monitoring will be conducted quarterly for the first three years, semi-
  annually for the next seven years, and annually for five years thereafter.

  Overall Protection of Human Health and the Environment

   This alternative would provide significant protection of human health and the
  environment through groundwater remediation and connection of residents to the city
  water supply.

  Compliance with ARARs

     Under this alternative, groundwater will be treated such that the contaminant
  concentrations in the effluent will be below remediation goals. This treatment option will
  comply with chemical-, location-, and action-specific ARARs.

  Short-Term Effectiveness

     During installation of the treatment system, the usual precautions necessary for
  construction activities will be taken. The installation of wells and the treatment system will
  not involve a significant release of volatiles to the environment. Disposal of any wastes
  generated during construction and operation would follow established handling practices.

  Long-Term Effectiveness and Permanence

     The use of treatment processes provides a permanent method for treating the VOC
  contaminants in the groundwater. Spent carbon will be disposed in an approved facility or
  regenerated off-site.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997                                                                     10-9

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                                                               5   9      0071

  Reduction of Toxicity, Mobility and Volume

      Pumping at the wells would capture the plume and thus reduce plume mobility.
  Treating the groundwater would remove VOCs present in the groundwater to the
  remediation goals, thus reducing the toxicity and volume of groundwater contamination.
  This process would not release VOCs to the atmosphere.

  Implementability

      This alternative involves installation of groundwater extraction wells, small pumps,
  compressor,  and GAG canisters, in addition to electrical connections. These components
  are widely available and the system can be assembled using common construction
  techniques. All the units of the treatment system are easily transportable and installed.

  Cost

     The total present worth cost for this alternative is approximately $4,716,400. Total
  capital costs  are estimated to be $2,779,270.  :

                  :;..      X  :":'  :";  ;:v   ': • Vr:^-;v    '
     E. Comparative Analysis of Alternatives

     Presented in Table 10-1 are ranking scores for each evaluation criteria, excluding
  cost. Each alternative's performance was ranked on a scale of zero to five, with zero
  indicating none of the criteria's requirements were met, and five indicating all of the
  requirements were met. The ranking scores are not intended to be quantitative or
  additive. They are summary indicators only of each alternative's performance against the
  evaluation criteria. The ranking scores combined with the present worth costs provide the
  basis for comparison among alternatives.

      Under overall protection, the no action alternative (Alternative 1) is ranked the lowest
  ("0") since contaminated groundwater is left onsite with no further actions being
  conducted. Alternative 2 is ranked slightly higher ("1") since deed recordations will be
  implemented in an attempt to limit contact with the contaminated groundwater.  Alternative
  4 is ranked higher ("5") than Alternative 3  ("4") since this alternative provides for treatment
  of the entire contaminant plume and would provide added protection to residents
  downgradient of the Site who are currently not affected by the Site.

      Under compliance with ARARs, Alternatives 1 and 2 are ranked the lowest ("0") since
  contaminated groundwater remains onsite and chemical-specific ARARs are not met.
  Alternative 3 is ranked lower than Alternative 4 since ARARs will not be met over the
  entire plume.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                   10-10

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                                                              5  9
01)72
      Under long-term effectiveness, the no action alternative is ranked the lowest since
  contaminated groundwater would be left onsite with no further actions being conducted.
  Alternative 2 is ranked slightly higher since deed recordations would somewhat limit
  contact with the contaminated groundwater.  Alternative 4 is ranked highest since
  contaminated groundwater over the entire plume would be remediated.

      Under reduction of T/M/V, Alternatives 1 and 2 are ranked the lowest since
  contaminated groundwater remains as is. The mobility, toxicity, and volume are reduced
  in both Alternatives 3 and 4, however, to a greater extent in Alternative 4.

      Under short-term effectiveness and implementability, Alternative 1 is ranked the
  highest since no further actions are being conducted. Alternative 2 is ranked next since
  the only actions taking place are deed recordations and groundwater monitoring. The
  remaining alternatives  are ranked equally.          :
  Table 10-1. Comparative Analysis of Alternatives

Overall Protection
Compliance w/ ARARs
Long-Term Effectiveness
Reduction of M/T/V
Short-Term Effectiveness
Implementability
Present Worth Costs
1-NO
Action
V
0
0
0
0
5
- 5.: .-
$291 ,066
2-Limrted
Action
1
0
1
0
4
, 4 ' ..
$432,255
3-Groundwater
Exposure Abatement
4
4
4
4
3
3
$2,196,275
4-Groundwater
Exposure Abatement
& Treatment
5
5
5
5
3
3
$4,716,400
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997
    10-11

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                                                            5  9       0073


  SECTION 11.    THE SELECTED REMEDY
     Based upon consideration of the requirements of CERCLA, the NCR, the detailed
  analysis of alternatives and public and state comments, EPA has selected Alternative 4
  as the groundwater remedy for this Site.  The remedy includes connecting all homes,
  churches and businesses in the "North Belmont PCE Area" as depicted in Figure 1-2 of
  this document to the City of Belmont public water supply; optional installation of
  granulated carbon filters on private wells with operation and maintenance of the filter
  for one year with a filter replacement after the first year of operation; and groundwater
  treatment by insitu biological treatment and in-well vapor stripping.  At the completion
  of this remedy, the risk associated with this Site has been calculated to be within the
  accepted risk range determined to be protective of human health and the environment.
  The total present worth of the selected remedy is $4,716,400.  Tables 11-1 and 11-2
  provide a detailed cost estimate for the chosen remedy.
     A. Groundwater Remediation

     Groundwater remediation will address the contaminated groundwater at the Site.
 The major components of the groundwater treatment option include in-well vapor
 stripping and in-situ biological treatment. The in-well VOC removal system volatilizes
 VOCs contained in groundwater and removes them as a vapor. The vapor is retrieved
 using vacuum extraction and is treated above ground by adsorption onto granular
 activated carbon (GAC). The VOC-enriched vapor is extracted and the partially
 cleaned water is returned to the aquifer. The system recirculates the groundwater
 through air-lift pumping. The system converts groundwater contamination into a vapor
 that is vacuum-extracted and treated. At the same time, air-lift pumping circulates the
 groundwater, which becomes cleaner with each pass through the in-well  air stripper.
 The only input to the system is gas, which is injected into the well. The injected gas is
 typically air and can be recycled during the process.

     The only output of the system is gas that is removed from the well; this gas
 contains the VOCs removed from the groundwater. After removal, this VOC vapor is
 adsorbed onto GAC. The GAC is regenerated and reused. No major facilities are
 needed for this technology. Power is needed to operate the pumps and compressors.
 The method itself involves no moving parts beneath the ground surface; however,
 careful packer and well designs would be required to successfully divert the
 groundwater from the well back into the saturated zone and to the water table. The
 system is expected to operate approximately  10 years.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September, 1997                                                                 11-1

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                                                                                   GU/4
Table Number: 11-1 PRESENT WORTH CAPITAL COST
Alternative No. 4 -GW Exposure Abatement plus GW Treatment
Site Name: North Belmont PCE Site Discount Rate: 7%
Site Location: North Belmont NC Date: July 1 997
ITEM DESCRIPTION
MOBILIZATION
Transport Equipment/Staff
Temporary Facitibes
INWELL VAPOR STRIPPING
Installation/equipment
INSITU BIOREMEDIATION
Treatability Study
Reinfiltration System
CITY WATER CONNECTIONS
Installation/75 residents
Design specifications, regulatory
approval, permits (20%)
WELLHEAD TREATMENT
Installation per residence
Treatability Study
HEALTH AND SAFETY
EQUIPMENT/TEMPORARY UTILITIES
QUANTITY
1
1
20
1
1
10,560 feet
SO
\ 1
1
UNIT COST ($)
15,000
15,000
25.000
25.000
80.000
60/toot
5,500
lump sum
fejmpsum
SUBTOTAL - CAPITAL COST
CONTRACTOR FEE (10% of Capital Cost)
LEGAL FEES. LICENSES, AND PERMITS (5% of Capital Cost)
ENGINEERING & ADMINISTRATIVE (15% of Capital Cost)
SUBTOTAL
CONTINGENCY (25% OF SUBTOTAL)
TOTAL CAPITAL COST
PRESENT WORTH O&M COST
TOTAL PRESENT WORTH COST
TOTAL COST DOLLARS
$15.000
$15,000
$500.000
$25,000
$80.000
$633,600
$126,720
$275.000
$10.000
$30.000
$1.710.320
$171,032
$85.516
$256,548
$2.223.416
$555,854
$2.779,270
$1,937,130
$4,716,400
North Belmont PCE Site
Record of Decision
North Belmont Gaston County. NC
September. 1997
11-2

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                                                                                  OU/5
Table Number 11-2 . REMEDIAL ACTION OPERATION COST
Alternative No. 4 -GW Exposure Abatement Plus GW Treatment
Site Name: North Belmont PCE Site Discount Rate: 7%
Site Location: North Belmont NC Date: July 1997
ITEM DESCRIPTION


WELL MAINTENANCE
GW Monitoring
Quarterly
VOC Analysis
Labor(sampling)
Report Preparation
Semi- Annual
VOC Analysis
Labor(sampling)
Report Preparation
Annual
VOC Analysis
Labor(sampling)
Report Preparation
5-YEAR REVIEW
Report Preparation
WELLHEAD TREAT
Labor/Maintenance
Monitoring of effluent
GAC replacement
INWELL VAPOR
STRIPPING
Maintenance
Maintenance
BIOREMEDIATION
Additives
System Maintenance
ANNUAL
QUANTITY

1


120
4
4

60
2
2

30
1
1
1



50x4 =200
50


•20
20

12
12
UNIT COST
($)

lump sum


$l25/sample
$2.400/event
$2,500/event

$125/sampte
$2.400/event
$2.500/event

$125/sample
$2.400/event
$2,500/event
^ $2.500/raport


8% of capital
$125/sample
$530/unit


$12.000
S6.000

$2,500/month
$500/month
TOTAL COST
PER YEAR

$20.000


$15.000
$9.600
$10,000

$7.500
$4.800
$5.000

$3,750
$2,400
$2.500
$2,500


$22,000
$25,000
$26.500


$240,000
$120.000

$30,000
$6,000

OPERATION
TIME (YEARS);
OCCURENCES
10


3
3
3

7
7
7

5
5
5
2


1
1
1


3
7

10
10
TOTAL PRESENT WORTH O&M COSTS - $1,937.130
North Betmont PCE Site
Record of Decision
North Belmont. Gaston County. NC
September. 1997
11-3

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                                                             5   9      0076
       The second component of the treatment system would be in-situ bioremediation
  to degrade the contaminants in the aquifer. The process involves the addition of
  microorganisms, nutrients, and an oxygen source (if aerobic) to the aquifer to enhance
  the natural degradation process.  A treatability study will be conducted to determine the
  optimum concentrations of nitrogen, phosphorus, and other trace minerals that are
  required by the microorganisms to best degrade the organic compounds.

     The groundwater treatment is expected to last approximately 10 years.
  Groundwater monitoring will be conducted quarterly for the first three years, semi-
  annually for the next seven years, and annually for five years thereafter.

      Performance Standards

     The goal of this remedial action is to restore the groundwater to its beneficial use.
  Based on information obtained during the Rl,  and the analysis of all remedial
  alternatives, EPA and the State of North Carolina believe that the selected remedy will
  be able to achieve this goal.

     Groundwater contamination may be especially persistent in the immediate vicinity
  of the contaminants' source^ where concentrations are relatively high. The ability to
  achieve remediation levels at all points throughout the area of attainment, or plume,
  cannot be determined until the treatment system has been implemented, modified,  as
  necessary, and plume response monitored over time.

     Groundwater shall be treated until the following performance standards are
  attained throughout the contaminant plumes:
Contaminant
Lead
Methylene Chloride
Cis - 1 ,2-Oichloroethene
Trichloroethene
Tetrachloroethene
Bis(2-ethylhexvl)phthalate
Chloroform
1,1-Dichloroethene
Remediation Level
15UQ/I
5ug/l
70ug/l
2.8ug/l
1 us/l
3UQ/I
1 ug/l
1 ug/l
Risk Level
NA
1E-05
HI = 0.4
1E-06
1E-06
1E-06
1E-06
1E-05
          Hazard Index (HI) - Relates to non-cancer risks
          1E-06 Risk Level - Probability for carcinogenic effects
          (See Section 6 of this document for an explanation of HI and Risk Levels)
          NA - Not applicable. Risk from lead is not calculated using HI or risk level.
          ug/l - micrograms per liter
North Betmont PCE Site
Record of Decision
North Belmont, Gaston County; NC
September, 1997
11-4

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                                                            5  9       0077

      If it is determined that certain portions of the aquifer cannot be restored to their
  beneficial use, all of the following measures involving long-term management may
  occur, for an indefinite period of time, as a modification of the existing system:

   a)  engineering controls such as physical barriers, or long-term gradient control
       provided by low level pumping, as contaminant measure;

   b)  performance standards may be waived for the cleanup of those portions of the
       aquifer based on the technical impracticability of achieving further contaminant
       reduction;

   c)  institutional controls may be provided/maintained to restrict access to those
       portions of the aquifer which remain above remediation levels;

   d)  continued monitoring of specified wells; and

   e)  periodic revaluation of remedial technologies for groundwater restoration.

     The decision to invoke.any or all of these measures may be made during a periodic
  review of the remedial action, which will occur at 5 year intervals in accordance with
  CERCLA Section 121(c).

     The remedial actions shall comply with all ARARs (See Section VII).

   B. Additional Sampling Requirements

     Additional groundwater sampling shall be conducted to further define the extent of
  contamination.  Specifically, the following shall be obtained at a minimum:

   * Additional monitoring wells are needed in the following areas:
     * West and southwest of Source Area A (across Woodlawn Dr),  surficial zone;
     * South of Source Area  B  and MW-10, top of bedrock zone; and
     * East of Source Area B and TW-11/MW-10, top of bedrock zone.

   * Periodic private well sampling to determine if any of the residents' wells exceed the
     Emergency Response action level of 70 ug/l for PCE.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                  11-5

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                                                           5  9       0078

  SECTION 12.    DOCUMENTATION OF SIGNIFICANT CHANGE
     CERCLA Section 117(b) requires an explanation of significant change from the
  preferred alternative presented in the Proposed Plan dated July 29,1997. In the
  proposed plan, Alternative 4 was chosen for groundwater at the North Belmont Site.

     In the original proposed plan, EPA had proposed to allow residents the opportunity
  to have carbon units put on their private well so that they could continue use of these
  wells without fear of ingesting contaminated water. EPA had proposed operation and
  maintenance of these carbon filter units for a period of ten years. This Site is a fund-
  lead Site; there are no viable potentially responsible parties. Therefore, according to
  the NCP, the State would be required to pay for the operation and maintenance of
  these carbon filter units after the first year of operation. The State would take over the
  O&M on the groundwater treatment and monitoring system after 10 years.

     However, a comment from the State was received after the Proposed Plan was put
  out for public comment. By letter dated August 6,1997, NC DEHNR stated that "We
  would not support selection of a remedy which would require the State to pay for
  operation and maintenance of these filter units. We would support this remedy only if
  the residents who opted for these units agreed to assume operation and maintenance
  costs."

     Therefore, the remedy will incllde installation and monitorjng of the carbon unit for
  one (1) year with a replacement unit to be installed^ at the ejcf of the first year.
  Following this one year period, operation and maintenance costs associated with
  continued effectiveness of the carbon unit shall be the responsibility of the well owner.
  This change is reflected In the new cost estimates for Alternatives 3 and 4. EPA will
  continue to monitor a number of private wetJs to determine if residents are being
  exposed to contaminants above the  MCLs.

     Other changes in the cost estimate include the addition of five extra inwell vapor
  stripping wells, and five years of groundwater monitoring.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                 12-1

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                                       5 9    0079
                    APPENDIX A
           RESPONSIVENESS SUMMARY
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997

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                                                        5  9
                                                0080
                        RESPONSIVENESS SUMMARY
                         NORTH BELMONT PCE SITE
                    NORTH BELMONT, NORTH CAROLINA
       This Responsiveness Summary for the North Belmont Site (hereinafter referred
 to as the "Site") is divided into the following sections:
 SECTION I
OVERVIEW

     The overview summarizes the public's reaction to the
remedial alternatives listed in the Proposed Remedial Action Plan
(Proposed Plan).  The Proposed PJan outlines the various methods
of remediation at the Site and discusses EPA's preferred
alternative.
 SECTION II
BACKGROUND ON COMMUNITY INVOLVEMENT

     The background section summarizes the major community
concerns identified in the Community Relations Plan and public
comment period on the Remedial Investigation/Feasibility Study
(RI/FS) and Proposed Plan.
 SECTION III
SUMMARY OF COMMENTS AND QUESTIONS RECEIVED
DURING THE PUBLIC COMMENT PERIOD AND EPA'S
RESPONSES

     This section responds to all significant comments and
concerns received by EPA during the public comment period.
 I.     OVERVIEW

       The Proposed Plan for the Site was issued in July 1997. EPA's public comment
 period for the Site was originally scheduled to run from July 29,1997 through August
 29,1997. The comment period was extended an additional 14 days to September 12,
 1997.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County. NC
September. 1997
                                                     A-1

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                                                              5  9      0081

        EPA conducted a public meeting on August 7,1997. At this meeting, the public
  was given an opportunity to ask questions and to comment on the remedial alternatives
  outlined in the Proposed Plan and EPA's preferred alternative.  The comments and
  EPA's responses are included in Appendix B, the transcript of the public meeting.  In
  general, the public supported EPA's preferred alternative to connect all residents,
  businesses and churches within the Site area to city water, and to treat the
  contaminated groundwater.
  II.     BACKGROUND ON COMMUNITY INVOLVEMENT

        EPA's involvement with the North Belmont Site began in 1991, when EPA's
  Emergency Response Unit connected North Belmont Elementary School and a number
  of residents to the City of Belmont public water supply.  EPA began preparation of a
  work plan for the RI/FS in late 1995.  Since that time, EPA has implemented a
  community relations program in the Site area designed to inform the public of Site
  activities and solicit input from the community regarding its site-related concerns and
  questions. These efforts have included disseminating printed public information
  materials and conducting public meetings and information sessions to coincide with
  technical milestones at
        EPA conducted community interviews with residents in April 1996 to identify
  community issues and concerns regarding the Site, and from this information prepared
  a Community Relations Plan outlining Agency outreach activities. A local information
  repository was also established to house EPA documents developed during the
  Superfund process. The repository is located in the Belmont Branch of the Gaston
  County Public Library System.

        Interviews conducted with residents in the immediate vicinity of the Site revealed
  concerns about water quality and health effects of chemicals in the groundwater.  Key
  issues raised by area residents during the 1996 interviews were:

  •      Water quality of private wells
  •      Cost of connection to City water
  •      Health effects on children from contaminated water
  •      Loss of property value

        Public meetings were held in: June 1996 to discuss the upcoming RI/FS; and
  July 1997 to discuss the Proposed Plan. Based upon the attendance at public
  meetings and the overall feedback EPA has received from the public, the level of
  community interest in the Site is characterized as medium. In general, residents have
  responded favorably to Site remediation.
North Belmont PCE Site
Record of Decision
North Belmont Gaston County, NC
September. 1997                                                                  A-2

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                                                           5   9      OU32

       Display ads announcing the meetings were placed in two area newspapers.
  Fact sheets were mailed to individuals on the Site's mailing list announcing major
  milestones and meetings.  EPA also conducted meetings with city and county officials
  to keep them informed and abreast of ongoing activities.  Telephone conversations
  were also held with citizens in the area.

  III.   SUMMARY OF COMMENTS AND QUESTIONS RECEIVED DURING THE
       PUBUC COMMENT PERIOD AND ERA'S RESPONSES

       This section contains a summary of verbal questions and comments received
  during the public comment period. No written comments were received.

  Comment:   A resident on School Street who has city water, wants to continue to use
             their well to water their yard. They would also like to continue to get their
             well tested.

  Response:  Residents can continue to use their private wells for uses other than for
             drinking water and showers. EPA will continue to test a number of private
             wells periodically.
                         \   :-   -  .-i-.' •'--';-:-:-   ;
  Comment:   One homeowner in the Site area took the initiative to connect to city water
             after the contamination was discovered in 1991. The would like to know if
             they can get reimbursed for this connection, since they would have been
             connected by EPA during this remediation.

  Response:  EPA is looking into this situation to determine if some type of
             compensation can be given to the resident.

  Comment:   The City of Belmont City Manager wanted a list of names and addresses
             of those who will need city water.  He also stated that engineering plans
             will have to meet State and City specifications for extension of water lines.

  Response:  EPA will work closely with city officials to ensure that all Site residents will
             be connected properly to the City's public water supply.
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September, 1997                                                                 A-3

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                                     5  9    OU83
                     APPENDIX B
            PUBLIC MEETING TRANSCRIPT
                \
North Be)mont PCE Site
Record of Decision
North Betmont. Gaston County, NC
September, 1997

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                             5  9     QU84
  NORTH BELMONT PCE  SUPERFUND SITE
       BELMONT, NORTH CAROLINA
\
              7:10 P.M.
            August 7, 1997
   North Belmont Elementary School
          210 School  Street
       Belmont, North Carolina
            PUBLIC HEARING
              (dourt IReporimg, 3rtr.
         CMflttt JJorttj drolbas 28220
              (r04)373-D347
           OcD 1m (BUD) 455^424

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                                     5   9      0085
                     Ms. Diane Barrett
              Community Relations Coordinator
                    Ms. Giezelle Bennett
                  Remedial project Manager
                     TABLE 0£ CONTENTS
                             ly.
Opening Remarks          Ms.  Barrett
Presentation             Ms.  Bennett
Questions from the audience
   Page
 3-7
 7-20
20 - 65
               This is a transcript of the Proposed Plan
Public Meeting conducted by the United States Environmental
Protection Agency, being taken by Muriel A. Marcus, Notary
Public, at North Belmont Elementary School, 210 School
Street, Belmont, North Carolina, on the 7th day of August,
1997, beginning at 7:10 P.M.

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                                       5  9  .   OU86
MS. BARRETT:
          Can you see it?  You can't -- I'll show you where
     it is.  The site discovery is here and we — the site
     was discovered some years ago and our office at EPA in
     Atlanta got it in 1995.   We're going through the
     writing process right now, developing all of our data
     for that.  The remedial  investigation has begun and
     that's why we're here tonight,  to go through our
     remedial investigation and the feasibility study are
     both — go hand in hand.
          The remedial investigation spans — if you were —
     live right around the area, you might have seen people
     out doing all kinds of sampling of the groundwater and
     wells, the soil and so forth.  That's a part of the
     remedial investigation when they go out and take the
     samples to determine, well, what contaminants are here,
     what quantity is here, how deep are the contaminants
     and so forth.  So all of that — the samples come back
     and they're analyzed and we have a report cover the
     investigation of what's  in the repository, as well as a
     feasibility study.
          The feasibility study is a study of all the
     possible remedies that can be used to treat the
     contaminants that we've  found.  And then, step five
     right here, is the public comment period and that's

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                                   5  9     OU87
what we're getting to right now,  where we have the
Record of Decision that will be coming up after we have
the public comment period.   He come in and tell you,
"This is what we've found and this is what we propose
to do.  What do you think?   Bow do you feel about
this?"  So that's our purpose here tonight, to get your
input, to find out what you think about it and we have
a thirty-day comment period, but  it's been extended
fourteen more days.
     Once all the comments  have come in and been
answered, we will then propose a  responsiveness
summary.  That is attached to what we call the Record
of Decision, which is this  one right here, the Record
of Decision.  These are all legal documents that we
prepare and they are admissible in court and so forth
like that, so they are legal.
     Then after the Record of Decision, which says this
is — these remedies that have been selected based on
all the data that we have found and all the information
that the public has given us.  This is what we choose.
Then after that, in step number seven, the cleanup
plan, that's the remedial design  and the remedial
design is like a blueprint of what we're going to do
and that takes a little while to  do.  Usually the —
let me back up just a little bit.

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                                      5  9     0088
     The remedial investigation and feasibility study
process, that can usually take anywhere from a year to
two years.  It just depends on the complexity of the
site and what all we have to do.  The cleanup process
plan, right under number seven step there, the remedial
design and the remedial action, that can take about six
months to a year, just, there again, depends on the
complexity of the treatment technology that we have to
design.
     So all of that — these steps here are yet to
come, then the long-term cleanup itself.  That's what
we call the remedial action and that's when the plants
themselves are actually constructed and treatment
begins, the soil being dug up or groundwater being
pumped and treated.  That's going to be in that number
eight.
     Then all during this whole process, we have the
community relations aspect.  With all the various
things that we do, we have a community relations plan
already prepared.  He have the information repository,
as I said, at the Belmont branch library; we value such
contacts and we have, like, (inaudible) here and voices
in effect here, too, (inaudible), keep in touch with
them and the state people, local folks.  Then we have
informal meetings and formal meetings like we're having

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                                             5  9     UUd9
 1        tonight.  We also issue fact sheets, have press
 2        releases and different things.
 3            Also, there are what we call technical assistance
 4        grants available.  These grants are for a sum of
 5        $50,000, which is given to — awarded to a community
 6        group that vants to form to recruit or hire a
 7        consultant to help them go through all the stages that
 8        we're developing to get a better understanding of the
 9        technical aspects of the project and to provide us with
10        comments.  So a technical assistance grant is available
11        for citizens that want to form a group.
12            And then there's another group that we call the
13        CAG, for short.  That's the community advisory group
14        and those are not funded, however.  Those are voluntary
15        and there are a lot of communities that do have these
16        kinds of folks get together and hear about what's going
17        on and gather on a monthly basis to find out and have
18        their input on what's being said.
19            Also, we have a toll-free number.  It is on the
20        literature that you have, the fact sheet, the green
21        fact sheet that you got in your hand right there on the
22        very back page.  It should be on the back page.  It's
23        1-800-435-9233.  So if at any time you have any
24        questions, please call.  We are — Giezelle and myself
25        are there and if we happen to be out of the office,

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                                           5  9     0090
 1        we've got answering machines and —
 2   UNIDENTIFIED SPEAKER:
 3             Repeat that  phone number, please.
 4   MS.  BARRETT:
 5             1-800-435-9233.  And that will get you to our
 6        secretaries there in the office and they will give
 7        information,  switch you to us.  We will be glad to
 8        assist you and help you in any way we can with your
 9        questions or you  see something, you know, if you have
10        any concerns,  please call.  That's what that 800 number
11        is for.  We want  to hear from you.  And that pretty
12        much covers,  I think, what I wanted to tell you from
13        the community relations aspect.
14             I appreciate your time and thank you very much.
15        And, Giezelle, if you want to come up and start, she's
16        going to tell you what all they've found and I think
17        that will bring us up to date.
18   MS.  BENNETT:
19             I'm just going to quickly switch sides so I won't
20        be standing in front of anything.  Can y'all see that
21        in the back?
22   (Discussion regarding  visual aid equipment)
23   MS.  BENNETT:
24             As Diane mentioned, this is the North Belmont PCE
25        Site Proposal Plan Public Meeting and in this meeting,

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                                             5  9     OU91
 1       we want to discuss EPA's proposed cleanup remedies for
 2       the  site.
 3            Mow, the site is located in a mixed residential
 4       and  light commercial area.  It consists of two former
 5       dry  cleaning facility locations.  They're shown as site
 6       A, which is the Roper's Shopping Center on Woodlawn
 7       Drive.  It was operated from 1960 to 1975 and the owner
 8     .  reportedly disposed of the dry cleaning solutions that
 9       contained hazardous chemicals on the ground in back of
10       his  shop.  Site B is located at the intersection of
11       Suggs And Acme and that was reported by a citizen to
12       have been a dry cleaning facility before 1960.
13            Mow, just a brief background about the site.  The
14       site was discovered in February of 1991.  The Gaston
15       County Health Department sampled the North Belmont
16       Elementary School well and they found volatile organic
17       compounds or what we refer to as VOCs.  The Region 4
18       Emergency was notified and they, with the health
19       department, sampled twenty-five additional private
20       wells and they again found the volatile organic
21       compounds.  As a result of this sampling, some
22       residents were connected to city water.  Others chose
23       not  to be connected.
24            Now, this is a pictorial view of the extent of the
25       groundwater contamination as it existed in 1991.  In

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                                             5  9     OU92
 1        July of '91 the state investigated  the site  and then in
 2        October,  '95,  EPA began a long-term investigation,
 3        referred  to as the remedial  investigation.
 4             Now, as I had mentioned, the objectives of the
 5        remedial  investigation are to determine the  nature and
 6        extent of the contamination, determine where the
 7        contamination is going and determine the potential
 8        receptors.  That means who will be  affected  by  this
 9        contain! nation.
10             Mow, as you-all  probably recognize, this shows
11        your neighborhood; this shows our RI study area.  The
12        two red dots show the former dry cleaning facilities.
13        There's also a green  triangle that  shows a previous
14        refrigerator repair shop that we also  thought might be
15        a source  of groundwater contamination  and it also shows
16        a machine shop.
17   (Discussion regarding the  site)
18   MS.  BENNETT:
19             Now, the first thing we thought we should  do was
20        to take a well survey and I  know a  lot of people were
21        contacted about whether or not you  still use your
22        private well and what usage  you use it for.  This shows
23        what we now believe is the well use in this  area.
24             The  green shows  the people who are on city water
25        and this  part that's  in — it's up  here — that's hard

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             	10	
                                            5  9     OU93
 1        to see, too, I guess, from where you're sitting, but
 2        basically what it is is green, blue, red and what other
 3        color  is there?
 4  MS.  BARRETT:
 5            Yellow.
 6  MS.  BENNETT:
 7            Yellow.  The blue dots on there, those are the
 8     •   ones we really need to know about, as to whether or not
 9        people are still using the residential wells and so
10        that will come into play later.  That's why we have
11        that larger map over there.
12            This figure shows our initial sampling locations.
13        that we came out in March, 1996; we took samples of
14        residential wells and also prior residential wells that
15        were now converted into monitoring wells and based on
16        this sampling, one additional residence was connected
17        to city water, due to high levels of organics.  This
18        well was previously free of organics, in 1991, so that
19        told us that that plume that you previously saw, that
20        area of contamination, had moved.
21            He took soil samples to determine if there was any
22        additional contamination in the soil that may also be a
23        source of contamination in the groundwater.  We found a
24        few metals in the soil but none of the volatile organic
25        compounds that we had been seeing in the groundwater*

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                                           	11	
                                            5  9     OU94
 1             We took surface water and sediment  samples  in a
 2        nearby stream to determine if the  site was  impacting
 3        the stream.  Again,  we found a few metals but  none of
 4        the volatile organics that would be associated with the
 5        site.  In connection with the surface water sediment
 6        sampling, the EPA also conducted a bio assessment in
 7        the area to determine if the stream was  healthy, that
 8     .   is, could organisms  live in this stream.  The
 9        conclusion was that  the stream was in fair  condition,
10        which means that it  wasn't pristine,  but it wasn't in
11        really, bad shape either, but we could not determine
12        whether this was due to the stream being in an urban
13        area or because of site effects.
14             This figure shows the shallow wells that  we put
15        in.  Now, we have three different  aquifers  at  this
16        site: a shallow, which is approximately  thirty to
17        thirty-five feet below land surface,  and these are —
18        this is a pictorial  of the wells that we put in  and
19        this shows the contamination that  we  found  in  the
20        shallow aquifer.
21             This figure is  of the tetrachloroethene plumes
22        that we found.  He found values as high  as  2,200
23        micrograms per liter and just to give you a reference,
24        the EPA's drinking water standard  is  five micrograms
25        per liter and the state groundwater standard is  0.7.

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   	  12	
                                            5  9     OU95
 1       We also found both PCEs, trichloroethene and 1,2-
 2       dichloroethene.  These are all volatile organic
 3       compounds.
 4            So based on the depth of some of the residential
 5       wells that were contaminated, we also conducted an
 6       investigation of the deeper aquifers.  This figure
 7  -     shows the wells that were installed both at the top of
 8       bedrock — I don't know — you can refer to the figure
 9       over there that Diane has up of the water cycle --
10       where these are right above the rock that's down below
11       the surface and we also had some that were installed
12       into the bedrock.  The top of bedrock ranged between 35
13       to 110 feet deep and this map shows the top of the
14       bedrock plume, which contains tetrachloroethene or what
15       we call PCE.  These levels ranged as high as 2,500 and
16       that map is also the map on the wall, the one furthest
17       from me.  As you can see, it's a big difference between
18       the one we had in '91 and the one now we have in 1997.
19            The next figure, which is the one closest to me,
20       shows the contamination that we found in the bedrock
21       plume and these levels range up to 3500 micrograms per
22       liter.
23            Our next step, once we identified the
24       contamination, was to — what to do about it so,
25       therefore, the next step was a feasibility study.  The

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   	13	

                                          5  9     OU96
 1        objectives of the feasibility study were to  develop
 2        cleanup goals for the groundwater, identify  and screen
 3        different ways of cleaning that  up and then  identify
 4        different alternatives based upon the different
 5        technologies that we found.
 6             The cleanup goals are based on ARAHs, which are
 7        applicable or relevant and appropriate requirements/
 8    .    and there are three types of those.  They are
 9        chemical-specific, such as laws  that specify the
10        drinking water standards, as I previously told  you;
11        location-specific, such as laws  that protect wetlands,
12        and action-specific, such as land disposal restrictions
13        and restrictions on the discharged treated water.
14             And these are the cleanup goals that were
15        developed for the North Belmont  PCE Site.  These are
16        based on both state maximum contaminant  levels  and EPA
17        levels.   As you can see,  the first column shows the
18        name of  the contaminant;  the second was  the  maximum
19        that we  found in the groundwater and the third  is our
20        goal, which means that's  what we want to get the
21        groundwater to or below.
22             The next thing we did was look at the varying
23        technologies for cleaning up groundwater.  He knew
24        where the contamination was and  the levels that were —
25        we were  required to obtain and now we want to achieve

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   	  14      	
                                           5  9     OU97
 1        our goals.  So, as you can see, we have a big variety.
 2        We look at everything first and then determine if it
 3        has even the slightest chance of working at the site.
 4        And as a result of the initial screenings, we had a
 5        number of viable options that passed our initial
 6        screenings, anywhere from just putting it on the deed
 7        to off-site disposal.
 8             Now, these were further screenings to
 9        effectiveness, will it work on the contaminants that we
10        found at the sight?  How easily can it be implemented,
11        the availability of the equipment and the compliance
12        with the various laws and regulations and the cost of
13        it.  Is it high, is it moderate or is it low compared
14        to other similar technologies?
15             Based upon that, we came up with four alternatives
16        for cleaning up the groundwater and achieving the
17        cleanup goals.  The first is called No Action and I
18        know it's kind of hard to figure that's going to meet
19        our cleanup goals, but this is required under our
20        National Contingency Plan and that's — what that would
21        be is the site would be left just as it is today with
22        no further EPA work.  He would then be required to
23        conduct a review of the site every five years to
24        determine if the contaminants remaining on the site are
25        causing any additional risk to human health or -the

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                                                  15
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11
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13
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15
16
17
18
19
20
21
22
23
24
25
                                  5  9     OU98
environment.  As a result of this review, the EPA can
determine if additional site remediation is required.
     So the cost that you see there is just for us to
come up once every five years and sample approximately
thirty wells and prepare a report, and that would be
done over a thirty-year period.  The cost is about four
hundred — basically about $400,000.  Mo, 291,000.  I
read it wrong.
     The next alternative, or Alternative 2, is Limited
Action and what that would be would be the deed
recordation.  That means everybody who lives in the
area that had contaminated water, this will be recorded
on your deed, saying that you had contaminated water
under your property and if you installed the well on
that property, then contaminated water may result.
This also includes the periodic sampling of thirty
wells over the next thirty years and, of course, the
five-year reviews, since the contaminants would be left
on site.  And this would be about $400,000.
     Our third alternative includes the groundwater
monitoring and the five-year reviews, but it also
includes connecting all homes, churches and businesses
in the site area to the City of Belmont public water
services lines.  These are people that are not
currently connected now.  In addition, people would be

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   	16	
                                             5  9     OU99
 1        given the option to obtain wellhead treatment of their
 2        private wells.  This would be carbon filters would be
 3        placed on the well to treat the water and filter out
 4        contaminants before it got to your house.
 5             Originally, in your proposals, we had envisioned
 6        paying for the upkeep of these filters and sampling
 7        them periodically and changing the filters out yearly.
 8     ,   This was proposed in the fact sheet that you had.
 9        However, in a cleanup when we don't have a private
10        party paying for the cleanup, such as this one, the
11        Superfund has to pick up the tab for this and the State
12        of North Carolina will be required to take over the
13        upkeep of these wells after a year or so.  So,
14        therefore, it was decided that if you choose the
15        wellhead treatment, EPA will maintain it for a year and
16        then after that, you would be required to take over the
17        maintenance of it and we have coated it out.  The cost
18        for  changing the filter, maintaining it and having
19        somebody come out and check it will be about $1,000 a
20        year.
21             In the fourth alternative —
22   UNIDENTIFIED SPEAKER:
23             Excuse me.
24   MS.  BENNETT:
25             — or the third alternative will be about 3.1 —

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                                                 17	
                                             5   9     0100
 1   UNIDENTIFIED SPEAKER:
 2             Excuse me.  IB that per well?
 3   MS.  BENNETT:
 4             Yes.
 5   UNIDENTIFIED SPEAKER:
 6             A thousand dollars per year per well?
 7   MS.  BENNETT:
 8             Right.
 9   UNIDENTIFIED SPEAKER:
10             Per individual?
11   MS.  BENNETT:
12             Per well.
13   UNIDENTIFIED SPEAKER:
14             The homeowner would have to pay that?
15   MS.  BENNETT:
16             Per well, right.
17   UNIDENTIFIED SPEAKER:
18             For the homeowner?
19   MS.  BENNETT:
20             Right.
21   UNIDENTIFIED SPEAKER:
22             What  happened, though, to the State?
23   UNIDENTIFIED SPEAKER:
24             Yeah. What is —
25                         ********

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   	18     	
                                          5  9     0101
 1  UNIDENTIFIED  SPEAKER:
 2             You mentioned the State would be required or would
 3       pick that up —
 4  MS.  BENNETT:
 5             Well, —
 6  UNIDENTIFIED  SPEAKER:
 7  -           —  after a year.
 8  MS.  BENNETT:
 9             Right.  That — that would be per our agreement
10       with the State.
11  UNIDENTIFIED  SPEAKER:
12             But the — then why would the individual do that
13       and  be responsible for it if the State did it?
14  MS.  BENNETT:
15             Well, I mean, — let me —
16  UNIDENTIFIED  SPEAKER:
17             Only through taxes, I know that.
18  MS.  BENNETT:
19             Okay.  But let me get through these alternatives
20       first and then when we open it up for questions, I'll
21       explain  it more thoroughly.
22             The cost of the third alternative is about 3.1
23       million.
24             In  the fourth alternative, we would include all
25       the  provisions in the third alternative except that we

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   	19	
                                            5  9     0102
 1        would add groundwater treatment and in  this one,  EPA
 2        would attempt to clean up the contamination that  you
 3        see in these two photographs or these two shots.  We
 4        would propose a new technique called in-well vapor
 5        stripping, which would cause air to strip the
 6        contaminants from the groundwater and then  that air
 7        would be treated with a carbon filter.   And, also, we
 8        will include in-situ bioremediation, which  would
 9        enhance and speed up the degradation process already
10        happening in the aquifer.  We are proposing that  this
11        alternative would be carried out for ten years as
12        opposed to the thirty-year time frame of the other two.
13             Now, the EPA's preferred alternative,  the one that
14        we are proposing tonight,  is alternative 4,  which
15        includes the city water connections, the optional
16        wellhead treatment, the cleanup of the  contaminated
17        groundwater, along with the  groundwater monitoring and
18        the five-year reviews.   This would be operational for
19        ten years and cost 4.6  million dollars.
20             Now, as Diane said, we  have a comment  period until
21        September 1st.  We would like to hear from  you and let
22        us know what you think about the city water
23        connections, about the wellhead treatment,  et cetera.
24        So that —
25                          ********

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   	20	
                                          5  9     en 03
 1   MS.  BARRETT:
 2             Hell,  let me  just say one thing, then.  As you
 3        make your comments, if you'll please give your name so
 4        the court reporter can get them because it's supposed
 5        to be a verbatim transcript of the meeting so we'll all
 6        know who makes the comments.  And if you want to
 7        comment, please state your name.  Thank you.
 8   MS.  BENNETT:
 9             And if you — you can stand up and —- so everybody
10        can hear your questions.
11   MS.  BARRETT:
12             There was a comment over here.
13   MR.  SMITH:
14             I don't really have much of a comment.  My name is
15        Merle Smith.  Those proposals, can there be a copy
16        given to each one  here to study and to look at?
17   MS.  BARRETT:
18             Yes, sir.  In your fact sheet, there is a brief
19        write-up of those.
20   MS.  BENNETT:
21             In the green.
22   MS.  BARRETT:
23             The green one there that you have?
24   MR.  SMITH:
25             The green one?

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   	_____	21	
                                           5  9   .  O'l04
 1   MS. BARRETT:
 2             Yeah, look through those.   Here  they are:
 3        Alternatives 1/2,  3 and  4.
 4   MR. SMITH:
 5             Okay.  Now, 4  is the one y'all are  proposing;
 6        right?
 7   MS. BARRETT:
 8             That is correct.   But you'll have to look at it
 9        with alternative 2  because it does include — I mean,
10        3.   It does include 3.
11   MR. AUSTIN:,
12             My name is  Randy Austin.  If you connected all the
13        people that are  in  the  affected  area to  ground — to
14        city water,  how  long would it take for this to
15        naturally clean  itself  up?
16   MS. BENNETT:
17             Hell, the level is what we  call high, you know,
18        over 1,000 parts per million or  micrograms per liter,
19        »o  I — I have no way of  knowing.  It would continue to
20        spread, so at the beginning near Roper's, the
21        concentration would eventually get lower, but
22        downstream, as we see it  moving  further  downstream,
23        those people would  be affected.
24   MR. AUSTIN:
25             So while it's  beginning to  spread,  it's also

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   	22	
                                         5  9    .0*105
 1        diluting  itself?
 2   MS.  BENNETT:
 3            Right; that's true.
 4   MR.  AUSTIN:
 5            So over what period of time would it take for it
 6        to dilute itself down to a point where it'd reach
 7        acceptable levels?  I mean, y'all — it sounds to me
 8        like y'all have jumped to a conclusion to go out and
 9        put in wells and filter the water and bring the levels
10        down to nothing, but if I remember my biology
11        correctly, it has to degrade over some period of time.
12        It's not  like radiation that's going to last for a
13        million years, so with dilution and over time it has to
14        degrade,  but how long a period of time?  And if you put
15        everybody on city water, it seems reasonable to me that
16        if nobody's using that water for any human purpose,
17        potable water in particular, there shouldn't be a
18        problem.
19   MS.  BENNETT:
20            Hell, the problem there wouldn't be this
21        neighborhood that we see right here.  It would be the
22        next neighborhood further down and eventually, we'd
23        have to go over there and say, "Well, it came from over
24        here and  we put all those people on city water, so now
25        if you're continuing to use your private well, now

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                                                  23
                                           59     O'l06
 1        you're pulling that water toward you."
 2   MR. AUSTIN:
 3             But even if you do that,  it's going to bee
 4        considerably less than 4.6 million dollars.  I mean,
 5        even though the EPA may be paying for this, that's
 6        still our tax dollars.   I mean, we're still paying for
 7        it.
 8   MS. BENNETT:
 9             Hell,  no,  Super fund is based on a tax of chemical
10        and  petroleum industries.
11   MR. AUSTIN:x
12             I know what it is,  but it's still coming from —
13        from our tax dollars.   It's still coming from tax
14        dollars  somewhere.   Somebody's paying for this and the
15        general  public somewhere is paying for this and it just
16        doesn't  seem reasonable to spend that much money doing
17        it if, over time,  it's  going to work itself out and you
18        just move people to city water.
19   MS. BENNETT:
20             Hell,  that's one of the things we're doing, is
21        we're going to try this in-situ bioremediation and what
22        that would be is that would help speed up that
23        degradation process.  In that  process, you put in
24        nitrogen and other nutrients that the microorganisms
25        use  to eat this kind of contamination up, so we would

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    	   24	
                                         59    .0107
  1       try to speed that process up.   I mean,  as you can see,
  2       our — our levels that we need to get down to for
  3       people to be able to drink this water are extremely low
  4       and if you look at the numbers that we  have now,  it
'  5       would take quite a bit of time for those  numbers  to get
  6       down to acceptable levels.
  7  MR. AUSTIN:
  8            Okay.  I've looked at all the charts that you had
  9       and what you had in 1991 and what's moved to 1995 and
10       1996.  It doesn't look like the movement  is that
11       significant.  It looks like you'd be  able to calculate
12       where the plume is going to go over the course of the
13       next ten, twenty or thirty years and  what the cost
14       would be to convert all those  people  that would
15       eventually be affected into city water.  Even if  you do
16       that, it still seems like it'd be a lot less expensive
17       than spending the 4.6 million  dollars.
18  MS. BENNETT:
19            Yeah, but one of the things you  have to realize,
20       our mission is not only to protect human  health,  but
21       it's to protect the environment as well.   Our first
22       mission is to restore this groundwater  to beneficial
23       usage.  I mean, if everywhere  we went we  ended up
24       writing off the groundwater because it  was
25       contaminated, you know, eventually we wouldn't have any

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                                                  25
59
                                                 O'iOS
 1        safe drinking the water.
 2   MR.  AUSTIN:
 3             But how long do you write it off  for?  That's the
 4        question that I've asked that hasn't been answered.  I
 5        mean, how long would it take to clean  itself up?
 6   MS.  BENNETT:
 7             And I'm saying I don't know.
 8   MS.  BARRETT:
 9             Hell,  it could be hundreds of years as slow as
10        groundwater does  move.
11   MS.  BENNETT:
12             He  just don't know.
13   MS.  BARRETT:
14             Hell,  to bring up one point, I just wanted to show
15        the difference.   On the initial plume  — I don't know
16        if you can see that. It shows here on Magnolia and
17        Apricot, right in this area here, that was the original
18        plume.  So you can see the size there  and then the way
19        it looks now, it's far beyond Apricot  and on down here.
20        So it's  — it has spread quite a bit.
21   MR.  AUSTIN:
22             But what —  I guess the other point is what
23        levels,  what's the detectible levels?  As the plume
24        spreads, what's the detectible level out at the edge of
25        the plume and how much does it increase as it goes in?

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   	26	
                                         59    .0*109
 1  MS.  BENNETT:
 2            But, eeet the drinking water standard here in
 3       North Carolina is one.  That's as low as we can detect
 4       on a — in a laboratory, so everywhere we find it, it's
 5       above our standards.  Like I said, in '91, we had
 6       people who didn't want to go on city water because
 7       their wells were fine.  When we cane back in '96, one
 8       lady had over 300 parts per billion in her well.  She
 9       didn't know it; she was drinking it, and that's far
10       above our level of one that we want to get down to.  So
11       you caji say yes, it has decreased from the initial
12       15,000 that was found in '91, but would you want to be
                                                               /
13       the person drinking 300?
14  MR.  AUSTIN:
15            That's not —
16  MS.  BENNETT:
17            And the only way we can discover that is until it
18       actually gets in your well and you're drinking it.  So
19
20  UNIDENTIFIED SPEAKER:
21            Isn't it true that —
22  MR.  FOREMAN:
23            My name is Allen Foreman and I'd like to say that
24       as far as I'm concerned, clean water is one of the few
25       things that I would like to see exist in this country.

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   	27      	
                                            59.    0110
 1        We've contaminated so much already that I don't want to
 2        put a dollar value on cleaning up this water and who
 3        knows what effects it has already bad and what it would
 4        have in the future if we've done nothing.
 5             The second thing I'd like to say is that I noticed
 6        in this area when  they were doing the testing that they
 7        did several wells  on my property and I had asked — I
 8        have a house that,  at this time, we even had a joint
 9        well with the house next to us.  The well was on the
10        other owner's property and I was trying to find out
11        about ythis sampling and testing and never did.  I did
12        have someone to come one time to take a sample from the
13        inside of my house, which they say could not be real
14        accurate or as accurate as from the well, but I never
15        heard any results  of that, so I then — I just tapped
16        onto the city myself.  The question being those people
17        — I know of others that have done that out of fear,
18        just not knowing what was going on.  Are they going to
19        be reimbursed for  the expense that they incur
20        themselves is you  choose alternate 3 or 4?
21  MS.  BENNETT:
22             No; we have no provision for reimbursement.  As I
23        said, the alternative would include connecting those
24        who are not currently connected to city water.
25                         ********

-------
                         	28      	
                                            59     0111
 1   MR.  FOREMAN:
 2            Okay.  The man who lives across the street from me
 3       was reimbursed.
 4   MS.  BENNETT:
 5            I don't —
 6   MR.  FOREMAN:
 7            And I was told not to tap onto city water at that
 8       time due to the EPA was still doing work and I should
 9       wait and see and I waited about ninety more days and
10       then I — I went ahead and tapped on, and that's —
11       that's what I want to know.  I know of another that has
12       tapped on and two others that wanted to, but we were
13       instructed to wait to see what the results were, but I
14       have children at home and I — I didn't want to just —
15       I don't want my kids drinking this stuff.
16   MS.  BENNETT:
17            Can you come up and talk to me after the meeting?
18   MR.  FOREMAN:
19            Yes.
20   MS.  BENNETT:
21            Okay.
22   MS.  THOMPSON:
23            My name is Debra Thompson.  I was wondering about
24       the side effects of people who drank this stuff from,
25       what,  '85 to now or '65, whenever it was done.

-------
    	29	
                                         59    .0112
 1             What are  we  supposed to do about anything that
 2        comes up as far as health problems in the future?  Are
 3        we responsible for all this or can you contact or make
 4        the person who done it responsible for it or what are
 5        we supposed to do when all this cancer-causing is —
 6        we've all got  it  and our kids have got it?  Bow long
 7        does it take for  you to drink this stuff before you can
 8        — it starts harming your health?
 9  MS.  BENNETT:
10             Hell,  we  have no way of knowing that.  What we
11        look *t are current conditions.  We have documents that
12        say what are the  effects of these chemicals and, you
13        know, we can talk about each individual one, but as far
14        as cumulative  effects or overall effects over time, we
15        don't have those  kind of statistics.  All we can say is
16        whether or not they — it's a probable cancer-causing
17        agent or a possible cancer-causing chemical.  Doc, can
18        you — can you help us out here from the health
19        department?
20  UNIDENTIFIED SPEAKER:
21             Yeah;  we  had — we had (inaudible) —
22  UNIDENTIFIED SPEAKER:
23             Toxicology tells us that these are —
24  MS.  BENNETT:
25             Wait.   Can you state your name?

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   	30     	

                                         59    .O'liS
 1   MR.  HUNT:
 2            Boyce Bunt, environmental health administrator.
 3        Toxicology tells us that these contaminants are
 4        carcinogens.  It depends on the person, depends on your
 5        age, your weight, et cetera, a number of factors, the
 6        whole physiology of how much you drink and what other
 7        health defects you may have thrown in, so many factors,
 8        there's no way that I can tell you or I don't know of a
 9        physician or a toxicologist or anyone else who could
10        answer that question.
11   MS.  BENNETT:
12            As far as those responsible, this site is a —
13        what we call a Fund B.  We have no responsible parties
14        here, so all cleanup expenses will be paid by the EPA
15        and the State.
16   MS.  THOMPSON:
17            Okay.  I've got one other question.  This proposal
18        number 2 about the deeds, that's going to devalue our
19        land if we decide to sell because nobody's going to
20        want to buy contaminated land.  If you put this on our
21        deed, there's no point in us trying to sell.  If you do
22        that proposal, how is it going to benefit us in any
23        way?
24   MS.  BENNETT:
25            Which one, 2?

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   	31	
                                         59     0114
 1   MS.  THOMPSON:
 2             Uh-huh.   About  putting it on our deed about being
 3        connected —  our water being contaminated.
 4   MS.  BENNETT:
 5             Well,  see,  2 wouldn't say that your land was
 6        contaminated;  it would say that the groundwater beneath
 7        your land is  contaminated and, really, according to
 8        real estate laws, if you are selling your house and you
 9        know your groundwater is contaminated, you should tell
10        the potential buyer  so they won't try to put in a
11        private  well  and then get contaminated water.
12   MS.  THOMPSON:
13             That's my point.  If you tell them  or if  it's on
14        your deed,  they're — they're going to say, "Well, I
15        don't want this  property because the groundwater's
16        contaminated  and I don't want any part of it," the same
17        reason we don't  like it, because it's a health problem.
18   MS.  BENNETT:
19             Right.  Well, that — you know, we're going to —
20        the alternative  that we're proposing here is going to
21        try to clean  this up a lot faster that if it would
22        degrade  on its own.
23   MS.  BARRETTS
24             And, of  course, that wouldn't be a deed
25        recordation either.  If we're cleaning it up, it would

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                                                 32	
                                        59     Or] 5
 1        not  be  any kind of record on the deed because the
 2        water's being cleaned up.
 3  MS.  BENNETT:
 4             But the fact of the matter would still be that the
 5        groundwater beneath your property is contaminated.
 6           . Sir, wait.  This gentleman behind you has been
 7        trying  to —
 8  MR.  BLACKWELL:
 9             My name is Eugene Blackwell and I was going to ask
10        isn't it true that all groundwater has some
11        contamination?  That's the first question, and the
12        second  one is are you telling us that the Belmont
13        water,  if we hook onto it, has less than one or one
14        contamination?
15  MS.  BENNETT:
16             Well, to answer your first question, there are a
17        number  of different things in — in water, different
18        metals  and everything, but these kinds of chemicals
19        aren't  naturally occurring, so we wouldn't expect to
20        see  them in the groundwater.  Different places we
21        sampled, you know, they all contained those.  A lot of
22        places  we always see aluminum and iron and that kind of
23        stuff in the water, but everywhere you go you don't see
24        trichloroethene or tetrachloroethene.
25             And your second question was — what was your

-------
   	    33	
                                        59     0 VI 6
 1        second question?
 2   MR. BLACKWELL:
 3             The Belmont water,  does it have any  contaminant in
 4        it, city water?
 5   MS. BENNETT:
 6             Hell, the city water,  since it  serves over twenty-
 7        five people, is governed by a clean  drinking water —
 8        well, the State's Drinking  Hater Act,  so  yes, they have
 9        to go by these standards.  Their water is tested
10        periodically and they have  to meet these  standards, not
11        only these, but a lot of others.
12   MR. BLACKWELL:
13             But do they meet the standards  is the question?
14   (Inaudible response by health department)
15   MS. BENNETT:
16             The health department  is saying yes,  they do.  If
17        they aren't, they're fined, so you would  see it in your
16        -tax dollars, I suppose.
19   MR. BROOME:
20             My name's Larry Broome.   The — you  got —- it
21        doesn't look like you've got a handle on  it,  I don't
22        think.  It don't make any difference what the price of
23        it is.  Hater is our most valuable resource and we
24        won't — without water,  we  won't function anyway and
25        that thing's like a fire: if you're  going to put it

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   	34	
                                          59     0 VI 7
 1        out,  now is  the  time to put  it out,  just don't  keep
 2        talking about  it and putting dollar  marks on  it.  The
 3        best  thing is  if you just want to clean  the thing up,
 4        it's  like a  fire.   If you're going to put it  out, put
 5        it out and just  don't let the thing  keep on and on and
 6        on.
 7             I'm not in  the habit of —  I don't  worry about
 8        myself giving  it to the neighbors, you know.  I don't
 9        care  nothing about it spreading  on down  the line and
10        working on somebody else trying  to get free with city
11        water^ which probably city water's got enough chemicals
12        in there to  kill you anyway  without  drinking  out of a
13        river, but,  you  know, this,  I think  it's here and I
14        think it ought to be addressed.  I think it ought to be
15        cleaned up.
16             I don't care — the administration  spends  more
17        than  that five million dollars.  They waste that much
18        on airplane  flights, so I don't  care.  I think  we ought
19        to have it cleaned up.  I mean,  that —  that's  my
20        opinion and  I  don't speak for anyone else, but  it's
21        there, clean it  up.  I don't see no  sense in  talking
22        about it.  It's  there and it's growing.  I'm  going to
23        die anyway.  I don't care enough about leaving  it to
24        somebody else.  I mean, I'd  just do  it and — but it's
25        on our property,  but I'd like — I'd like to  have it

-------
   	35	
                                         59     0118
 1        cleaned up.   I  don't care if it costs me more in taxes.
 2        I mean, they're going to tax me to death anyway.
 3   MS.  BARRETT:
 4             Thank you.
 5   MR.  PERKINS:
 6             My name is George Perkins.  I don't live in this
 7        community, but  I'm a representative of Centerview
 8        Baptist Church  which is right down the street at the
 9        end of School Street.  Within seventy-five or 100
10        yards, there's  con- — and our water's not
11        contaminated, but  within seventy-five or 100 yards on
12        each side or all around the church, the water is
13        contaminated.
14             Will our water eventually become contaminated and
15        what's the chances that it will be?  We paid $60.00 a
16        quart to get our water tested and so far, it has not
17        been contaminated,  but, actually, my question is will
18        it eventually become contaminated?
19   MS.  BENNETT:
20             You're  at  the corner?  Do you know where that
21        location —
22   MR.  PERKINS:
23             No, down at the end of School Street, just a
24        couple of tenths of a mile down here.
25                          *******

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                         	.	36     	
                                          59     0 'I 1 9
 1  MS.  THOMPSON:
 2             Right at my house, Giezelle, the church  at my
 3        house.
 4  MS.  BENNETT:
 5             Okay.
 €  MS.  BARRETT:
 7         -    Yeah, the corner.
 8  MS.  BENNETT:
 9             Well, it depends on how deep your well is.  As we
10        showed you, the shallow water, which is less  than
11        thirty-five feet, that's a real  localized area as far
12        as  the groundwater contamination, but if it's deeper
13        than thirty-five feet, yes, it will  eventually get
14        there.
15  MR.  AUSTIN:
16             Randy Austin, again.  If you decide to go with
17        proposal 4, when will you begin?
18  MS.  BENNETT:
19             Hell, this site has to be placed on the  National
20        Priorities List to receive fund money since we don't
21        have a potentially responsible party.  We would have to
22        do  a remedial design, which would look into the — what
23        we  call the probability, the treatability of  these
24        different alternatives, so we could  be looking at
25        probably about three years before we start.

-------
   	          37	
                                          5  9     0120
 1   MR. AUSTIN:
 2             Okay.  The other thing that  you mentioned was that
 3        the EPA,  according to the  Superfund, would  come in and
 4        put the wellheads in and the filters and then  after a
 5        year, then we would be responsible  to change the
 6        filters.   Does the State pay for  that or do we pay for
 7        that?
 8   MS. BENNETT:
 9             Hell, after a year, you would  be responsible for
10        paying it.  We start it up, make  sure it is functioning
11        properly, have somebody come out  and make sure, after a
12        while, it was continuously functioning properly, but
13        after then, if you want the treatment on your  well,
14        yes, you  would have to be  responsible for maintaining
15        it.   That's why we are emphasizing that we want all —
16        the — that whole, entire  area, churches, homes,
17        businesses, connected to city water because that way we
18        know you're drinking safe  water.  We don't  have to
19        worry about you maintaining your  filter,  you forgetting
20        about it, you can't afford it or  whatever.  That way,
21        you'd have city water and  we know your water will be
22        safe.
23   MR. AUSTIN:
24             Bow  much is this plume going to spread in three
25        years?

-------
   	38	

                                          5  9   :  0121
 1   MS.  BENNETT:
 2            Well, I don't know that.  It has spread from right
 3        there  — from the shopping center to where it is now
 4        from '91 to '97, over the last six years, so I don't
 5        know.
 6   MS.  CRAMER:
 7            My name is Dot Cramer.  I'm a resident on my mom's
 8        property on O'Daniel Street where you have a test well
 9        and you tested the shallow end and then you tested the
10        deeper well and at first we thought it was really bad
11        contaminated and we — nobody drank the water.  He'd
12        carry  water and use bottled water and then we got a
13        letter saying it wasn't too bad; it wasn't to a point
14        where  it would be safe but to keep checking it.
15            My question is we're anxious not to drink the
16        water  anyway since it's already been said it was and
17        now it is not or may be safe, but how long would it be
18        before we'd — we'd be connected to the city water?
19   MS.  BENNETT:
20            Hell, as I told that gentleman there, we have a
21        number of steps we have to do before we actually start
22        the cleanup process.
23   MS.  CRAMER:
24            Does that include the connections?
25                         ********

-------
    	39     	

                                        5  V     ;Cri22
 1   MS. BENNETT:
 2             Yeah.  That would be one of the first things  we
 3        did.
 4   MS. CRAMER:
 5             Three years?
 6   MS. BENNETT:
 7             We could do that before we did anything else, but
 8        we will periodically come back and sample some of  the
 9        private wells in the meantime.  We would definitely do
10        that within this three-year period.
11   MS. CRAMER:
12             We're concerned about it because we have rental
13        houses there and our renters, we feel responsible  for
14        them.
15   MS. BENNETT:
16             Right.  That's one of the reasons why we went
17        ahead and started this investigation.   Normally, we
18        wait until the site gets on the National Priorities
19        List before we even start the investigation,  but our
20        on-scene coordinator,  who worked closely with Doc,
21        recommended that we go ahead and start this
22        investigation, so we did that earlier than normal.
23   MR. SMITH:
24             Merle Smith again.  Not being able to see the map
25        too well there,  how is this thing spreading on Woodlawn

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   	40	
                                       59     0123
 1        Street  now?  Site A is right here and the water will
 2        run out here and that's on Woodlawn and I live just
 3        down here from the cemetery.  Now, how far is this
 4        getting —
 5   MS.  BENNETT:
 6             Yeah, but we —-
 7   MR.  SMITH:
 8             It seems like it's going that way according to my
 9
10   MS.  BENNETT:
11             Hell, that's the way groundwater is flowing;
12        however, we did test one private well over there.  Mr.
13        Roper's son has a well over there and they use —
14   MR.  SMITE:
15             We share the same well.
16   MS.  BENNETT:
17             About 500 feet deep.
18   MR.  SMITH:
19             Yeah.
20   MS.  BENNETT:
21             And the only explanation we have is that, you
22        know, from the pumping of that well, that it has
23        somehow hit a fracture down there that was contaminated
24        that was connected with the water underneath the dry
25        cleaners and it had just pulled it over that way, but

-------
    	          41	
                                         59    -0124
 1        that area will be included in the  city water
 2        connections.
 3   MR. HAAS:
 4             My name  is Jimmy Baas.   On this cleanup  that is
 5        number 4, what will be done with the water that y'all
 6        strip in the  carbon filters?  Will it  go into the city
 7        sewer?
 8   MS. BENNETT:
 9             No; that's one of the unique  things about this new
10        treatment technology.  It constantly recycles the water
11        so the^ water  never comes up out of the ground.  It
12        continuously  cleans it, so it — the only thing that
13        comes up is the air and the air is treated with a
14        carbon filter.
15   MR. BAAS:
16             That's different from the Jack Bughes?
17   MS. BENNETT:
18             Right.  In the Jack Hughes site they are actually
19        pulling the water out of the groundwater — out of the
20        ground and then treating it  and then putting  it into
21        the publicly  owned treatment water for the sewer
22        system; right.  But we aren't proposing that  here and
23        one of the main reasons we aren't  is because  this is a
24        — more of a  residential community.  He don't have a
25        big block of  land like they do and so  I don't know if

-------
   	 42     	
                                             5  9     0125
 1        you have been by there.  They have a big treatment
 2        tower that they have and we don't want to just put one
 3        of  those in somebody's back yard so —
 4   MR.  BAAS:
 5             That's why I was wondering if it was going to be
 6        similar to that.  I know with that site over there, it
 7        takes up a good bit of room.
 8   MS.  BENNETT:
 9             Right.  Yes; we were trying to look for
10        alternatives where we would be the least intrusive on
11        the neighborhood and also clean up the groundwater.
12   MS.  TOMSON:
13             My name is Jolee Tomson.  Our house is on Site B
14        and do you feel like that since we're on city water
15        that  that takes care of all the risks, just putting you
16        on  city water and right now the risks are gone?
17   MS.  BENNETT:
18             Right.  That would be your only risk.  We didn't
19        find  any contamination in the soil on your property/ so
20        just  so long as you don't put in a private well and
21        drink the water, then you're fine.
22   MR.  ROBINSON:
23             My name is Elliot Robinson.  I have two questions.
24        I'll  ask one and then the other.  What happens if the
25        —  toward the end of the ten-year period you find

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   	43      	
                                        5  9     0126
 1        you're not reaching your goals  as  you might wish?   Is
 2        there a re-evaluation done?
 3   MS. BENNETT:
 4             Well, as I said, we have what we call five-year
 5        reviews.  After every five years,  we look at the remedy
 6        and we evaluate it to see if  it's  continuing what it's
 7        supposed to do and if it's not,  yes, we will evaluate
 8        after five years and after ten  years and if that comes
 9        up/ then we'll have to look at  something else or, you
10        know, just re-evaluate the whole thing.
11   MR. ROBINSON:
12             The other question is in the  middle of the
13        process, if some new technology becomes  available,  is
14        it possible to introduce that to the site rather than
15        what you say you're going to  do in the  beginning?
16   MS. BENNETT:
17             Well, it would have to be pretty radical and a
18        whole lot better than what we're doing  for us to switch
19        in the middle of the project.
20             Does anybody else have any  other questions?
21   MS. BARRETT:
22             I want — I just want to ask  the audience  one
23        thing.  Are — do you most of you  understand how
24        groundwater flows, how it moves  or anything like that?
25        Because a lot of times in the — when we go to  the

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   	44     	
                                       59     CTI27
 1        site,  they don't.   People think it's a river.
 2            Hell,  I don't  know if you can see this or not, but
 3        it shows how groundwater — groundwater flows like this
 4        down here.  Groundwater flows in all these cracks like
 .5        this right there.   It can coxae from the rain or
 6        whatever gets  on the soil surface leaches down,  okay,
 7        leach  or percolate  down, and it goes in these cracks
 8        and it flows through these cracks and to answer  your
 9        question awhile  ago about the depth of your well, all
10        right.  See this well.  This is 500 feet and if  the
11        contamination's  up  here and your well draws from this
12        depth, it really wouldn't have contamination from this
13        spot.   It could  from something else flowing this way,
14        but not from,  say,  this site.  But what Giezelle was
15        saying is that the  contamination from the site might
16        have gotten down in these cracks, come on down and
17        gotten down there in that one location.
18            So that's kind of how groundwater flows.  It flows
19        through these  cracks right here and it — and that's
20        why I  said, in answer to your question a little  bit
21        earlier,  it does flow rather slowly because it's going
22        through these  little cracks.
23  MS. BENNETT:
24            It seeps.
25  MS. BARRETT:

-------
   	45     	

                                        5  9     0128
 1             Yeah.
 2   MS. BENNETT:
 3             That's called fractures.
 4   MS. BARRETT:
 5             Right, fractures.   Fractures.  But that's how it
 6        flows and, then,  too, it shows different wells.  This
 7        would be like a city well there and this would be like
 8        a citizen's well  with more shallow surfaces here and,
 9        then, too, a lot  of times it flows into a water body so
10        here it shows water coming to  this water body and water
11        coming to this ~ I mean,  the  groundwater moving into
12        this water body so that  kind of helps maybe, I hope, to
13        give you a little bit of understanding  about the
14        groundwater itself,  about how  it moves  and flows.
15   UNIDENTIFIED SPEAKER:
16             The rivers and the  — like, the South Fork River
17        and all is polluting the ground as much as this is.
18   MS.  BARRETT:
19             Well, whatever is — say  —
20   UNIDENTIFIED SPEAKER:
21             Going through the ground.
22   MS.  BARRETT:
23             Yeah.  Whatever is  here will  eventually move
24        toward a major water body 'cause it's being drawn that
25        way, but, too, like, —  and one things  that was brought

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   	_____	   46     	
                                     5  9     CTI29
 1        up,  if all of  these wells,  say, in this area  stop
 2        pumping,  but if  this  guy over here is  still pumping,
 3        well,  he  can draw contamination toward him because he's
 4        pumping when everybody  else has stopped.  Be  would have
 5        a greater pull on water coming to him, to his well.
 6   UNIDENTIFIED SPEAKER:
 7            So if somebody,  say, ten houses on up above you  is
 8        on city water  and you're not, you done sucked all the
 9        contamination  down the  well.  Do you —-
10   MS.  BARRETT:
11            You're going to  pull it to you faster because
12        with,  say,  100 wells  pulling, all right, you're all
13        pulling at a certain  rate,  but then 99 stop and one's
14        pulling,  then  it's bypassing all these others to that
15        one.
16   MS.  BENNETT:
17            That's how  we think that the groundwater got where
18        it is  today because so  many people were — in that
19        immediate area were put on  city water  and they closed
20        down their wells and  those  people further out were
21        still  pumping.
22   UNIDENTIFIED SPEAKER:
23            Who  paid  for that?
24   MS.  BENNETT:
25            EPA  did.

-------
   	  47	
                                         59     CTI30
 1   UNIDENTIFIED SPEAKER:
 2             Hell, why would they not  be  responsible for these
 3        other people that's here that's got wells now?
 4   MS.  BENNETT:
 5             Well, I'm going to talk to him after the meeting
 6        about that, but generally, what we  do  is we  have to
 7        look at the current risks right now and, currently,
 8        he's not at risk  and he's on city water.
 9   MR.  FOREMAN:
10             It cost me $1,000  not to  get that way.
11   MS.  PARKER^
12             My name's Kay  Parker.   Hasn't  they  given the
13        choice to get on  the city water or  keep  their well
14        water?
15   MS.  BENNETT:
16             Some people  were and I  think we had seven who
17        chose not to connect to city water  back  in '91.   But
18        this time, we don't want anybody  to opt  not  to because
19        we might not be back, so it  would —•
20   MR.  PAYSEUR:
21             Okay.  I —  I'm Willie  Payseur and  when I  found
22        out the well was  contaminated,  when they dug in  with
23        city water, I hooked up and  cut my  well  off, but nobody
24        ~ it's 325 feet  deep and nobody  has ever come  out and
25        checked it and how  can  you put mine on it, on the deed

-------
   	48     	
                                       5  9     0131
 1        that it's contaminated if nobody's never checked it?
 2   MS.  BENNETT:
 3             Well, the only thing that we're saying is if we
 4    .    chose Alternative 2, then the whole area would be put
 5        on  it because if it either has it or may have the
 6        potential to have it.
 7   MR.  FAYSEUR:
 8             And before that, my water had been fine, 'course I
 9        haven't had it checked since then.
10   MS.  BARRETT:
11             What is your name, sir?  The court reporter didn't
12        get it.
13   MR.  PAYSEUR:
14             Willie Payseur.
15   MS.  BARRETT:
16             Thank you.
17   MR.  PAYSEUR:
18             201 School Street.
19   MR.  SMITH:
20             Excuse me.  Merle Smith.  Let's just clarify one
21        thing here, though.  Y'all are not proposing
22        alternative number 2.  Y'all are proposing alternative
23        number 4, —
24   MS.  BENNETT:
25             Right.

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   	49	
                                           5  9     0132
 1   MR. SMITH:
 2             So we need to get the  deeds off our minds.
 3   MS. BENNETT:
 4             Right.
 5   MR. SMITH:
 6             'Cause that's not what you're proposing.
 7   MS. BENNETT:
 8             Well,  that's  not  what  we're proposing, but we do
 9        open this up for public comment.  Like,  if all of you
10        said that,  "No;  we don't want to be connected to city
11        water^  We  don't want  any of that stuff.  Just leave
12        the site as it is," well, I don't know if we could
13        leave the site as  it is, but —
14   MR. SMITH:
15             Well,  I don't feel that anyone in here is wanting
16        proposal number  2,  you know.
17   MS. BARRETT:
18             But when we come  for a proposal meeting, we have
19        to put all  of them on  the floor for your consideration.
20   MS. BENNETT:
21             Right.
22   MR. GADDIS:
23             I'm Miles Gaddis. The last time that dry cleaners
24        was used was in  '75?
25                          *******

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   	 50	
                                           5  9     0133

 1   MS.  BENNETT:
 2             Right.
 3   MR.  GADDIS:
 4             And in  '91 they found contamination and from  '91
 5        to '97 it has spread a whole lot.  Hell, what happened
 6        in those twenty-two years?  It just  stayed in one
 7        place?
 8   MS.  BENNETT:
 9             Well, but the thing about it is is when the dry
10        cleaner disposed of it, he disposed it on the ground,
11        so it \had to have time to seep through ground to the
12        groundwater and then start moving, so if he would have
13        had a well and he'd injected it right into the well,
14        right into the groundwater, you probably would have
15        seen  it a whole lot faster.
16   MR.  GADDIS:
17             Well, what it did, in twenty-two years, you know,
18        it hadn't moved very far, you know, and then all at
19        once  it started flowing a lot.  I just wondered about
20        that.
21   MS.  BENNETT:
22             Yeah.  There's a lot about groundwater that we
23        don't know.
24   MS.  MEBAFFEY:
25             My name is Edna Mehaffey.  I'm  just wondering,

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   	51	
                                         5  y    . OV34
 1        will you do each well,  pump  it  out and clean it or do
 2        you do a site and it cleans  up  the wells in this area?
 3   MS.  BENNETT:
 4             Say that again?
 5   MS.  MEHAFFEY:
 6             Do you go to each  well  and clean it or do you
 7        clean,  like,  a well  and the  next — the houses around
 8        that area will be okay? Do  you know?
 9   UNIDENTIFIED SPEAKER:
10             On your cleanup —
11   MS.  BENNET^:
12             He wouldn't  use the private wells.  We would come
13        in and  put in what we call some treatment wells for the
14
15   MS.  MEHAFFEY:
16             Oh, you don't mess with our wells?  Okay.
17   MS.  BENNETT:
18             We couldn't  use your well.
19   MS.  MEHAFFEY:
20             Okay.  Okay.
21   MS.  BENNETT:
22             In fact, we  would  close your well up probably.
23   UNIDENTIFIED SPEAKER:
24             (Inaudible).
25                         ********

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   	 52      	
                                        5   9    0135
 1   MS.  MEHAFFEY:
 2             I  didn't know if you went down in our wells or,
 3        you  know, how it —
 4   MS.  BENNETT:
 5             That's right.  And each well would have a — what
 6        we call a cone of influence.  It would influence water
 7        within  so many feet around it and so that's part of the
 8        design.  We would have to find out exactly how many of
 9        those we would have to put in to clean up this entire
10
11   MS.  BARRETT:
               \
12             Well, it's a good question.
13   MS.  BENNETT:
14             Yeah.
15   MS.  BARRETT:
16             You think you know about wells (inaudible)
17   (Many people in the audience talking at once)
18   MR.  FOREMAN:
19             I've read in the fact sheet, it seems to me like I
20        read in there something about a septic tank in Site A
21
22   MS.  BENNETT:
23             Right.
24   MR.  FOREMAN:
25             — that was never found.

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     	      53	
                                        5  9     OV36
 1   MS. BENNETT:
 2             Well, we could —
 3   MR. FOREMAN:
 4             It could possibly still be seeping  these poisons
 5        or contaminants into the water.  What will be done to
 6        find that septic tank or can it be found?
 7   MS. BENNETT:
 8             Well, I  don't  know.  I mean, the State came out in
 9        '91 and looked for  it and didn't find it.  We came out
10        in '96 and early '97 and couldn't find it and you saw
11        the p\ot there that showed all the different  soil
12        samples that  we took.   We didn't find any of  the
13        organics in the soil.
14   MR. FOREMAN:
15             Well, I  think  what I was after when I — in your
16        cleanup sites you were predicting days when this stuff
17        could start to be cleaned up and if you  chose
18        Alternative 4 and you were going to clean this water
19        and that septic tank is still out there  and it's still
20        pumping contaminants in, is that not going to delay the
21        process?
22   MS. BENNETT:
23             It would, but  we don't believe that's the case
24        because the contamination levels have gone down since
25        '91.  Like I  said,  you know, some of those they had

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   	54	
                                         5  *     0137
 1        found in  '91 were 15,000.  Now the highest that we've
 2        found was 3500, so like I told that gentleman, they're
 3        going down but not nearly fast enough to say that it
 4        will eventually clean itself up within our lifetime
 5        anyway.
 6  MS. GALLOWAY:
 7            It's only after we get through the cleanup process
 8        that we'll be able to go back to using our wells or do
 9        we have to stay on city water?
10  MS. BENNETT:
11            Well, that's a hard question.  We wouldn't want
12        anybody to use their well until we got back down to
13        those levels that we showed you, which are our cleanup
14        goals, and so I guess if and when you got down there
15        and you made the determination that the water was safe,
16        then you could probably put in another city — I mean,
17        put in another private well.
18  MS. GALLOWAY:
19            But what would happen if, like he said about this
20        septic tank, if we went back on our wells and it got
21        contaminated again?  Would we just have to do all this
22        over again or —-
23  MS. BENNETT:
24            No; we would monitor — we are going to be
25        monitoring the groundwater to make sure the levels are

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   	55     	
                                        5  y     OV38
 1        going down,  so — and like  I  said, we wouldn't
 2        recommend that anybody put  in a new private well or use
 3        their old private well until  we determine that the
 4        water was safe to drink, and  that may or may not
 5        happen.   We  don't know.
 6  MS.  BARRETT:
 7 .            What was  your name?  Excuse me.
 8  MS.  GALLOWAY:
 9             Julie Galloway.
10  MS.  BARRETT:
11             Julie.  Thank you.
12  MR.  GADDIS:
13             Miles Caddie again.  If  your well has been checked
14        and your  water is good, would it be all  right to water
15        your lawn and  all with it?
16  MS.  BENNETT:
17             Well, you know,  you and  I talked about that
18        before.
19  MR.  GADDIS:
20             Yes.
21  MS.  BENNETT:
22             That's  one of those things where if we put
23        everybody on city water and you are the  only well
24        that's pumping in the whole area, --
25                          *******

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   	         56	
                                         5  *     0139
 1  MR.  GADDIS:
 2            That could pull it to it.
 3  MS.  BENNETT:
 4            Yeah.  But, like I said, now, our toxicologists
 5       have said that the volatiles don't uptake into the
 6       vegetables and things, but, then, you would be spraying
 7       that water and volatiles would be in the air.
 8  MR.  GADDIS:
 9            You know, when I used to water my garden and yard,
10       you know, with my well water, it grows beautiful, but
11       this city water I got, it dies.
12  MS.  BENNETT:
13            Well, I don't know.  I mean, you were one of the
14       people I had in mind when we talked about doing the
15       wellhead treatment and putting the carbon on the wells
16       and everything.
17  MR.  GADDIS:
18            Yes; uh-huh.
19  MS.  BENNETT:
20            So I don't know if you want to look at maintaining
21       a  filter or if you can find somebody to keep it in
22       operation.
23   (Inaudible comments from the audience.)
24  MR.  GADDIS:
25            You can buy a lot of city water for that.

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                                                  57
                                         5  9
QUO
 1   MR.  PERKINS:
 2             George Perkins again/  the  representative  from
 3        Centerview.  Last year they came  down  and asked
 4        permission — I assume it was the EPA  —-  came  down and
 5        asked permission to dig two wells on our  church
 6        property,  on some property  that we  had — not  adjoining
 7        the church property,  but the church owns  across the
 8        street over there on Centerview Street and they dug two
 9        wells and  they told me that they  would send me a copy
10        or a report of what they found, but they  never did.
11             Can you tell me how deep they  went and the
12        findings they found and —
13   MS.  BENNETT:
14             I surely could.   Come  up to  me and talk to me
15        after this.
16   MR.  PERKINS:
17             Okay.
18   MS.  BENNETT:
19             All right.  We sent out letters,  though.
20   MR.  PERKINS:
21             We didn't get one, to  my knowledge.   If we did, it
22        didn't get to my hands.  I'm not  saying we didn't  get
23        one.  I'm  saying I didn't get it.
24   MS.  BENNETT:
25             Okay.

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   	58	
                                        59     0141
 1  MR. BLACKWELL:
 2            They dug a well here ~ this is Gene Blackwell.
 3       They dug a well here on the school property back about
 4       four or five years ago.  What was the result?  What did
 5       they find?
 6  MS. BENNETT:
 7            They dug a well on —
 8  MR. BLACKWELL:
 9            They drilled a well; they drilled a well.
10  MS. BENNETT:
11            It was one well drilled on the school property and
12       it was a deep well —
13  MR. BLACKWELL:
14            Yes.
15  MS. BENNETT:
16            — and contamination was not found in it.
17  MS. BARRETT:
18            Any other questions?
19  MS. BENNETT:
20            Well, I want to emphasize, like I said, we would
21       like for all people to be connected to city water who
22       are not currently connected to it, and in that regard,
23       that well survey that we have is really important.
24       We'll be coming back around and doing another one to
25       update that, but, like, we have a lot of them that are

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                          	59     	
                                        5  9     O'l 42
 1        unknown,  you know,  or some  that say they're on city
 2        water which may not be on city water and so if somebody
 3        comes around and asks you,  please make  sure that you
 4        respond so we'll know exactly  who needs  to be
 5        connected.
 6  MS.  TOMSON:
 7             Jolee Tomson.   Is your proposal that you're going
 8        to —• be based on our comments tonight  totally or who
 9        will make the final decision on what proposal that gets
10        chosen?
11  MS.  BENNETT:
12             Hell, EPA, jointly with the State,  makes the
13        final, but we always present it to the  public.  We
14        don't want to shove anything down anybody's throat, so
15        any comments that people  have,  we'll definitely listen
16        to them.
17  MS.  TOMSON:
18             Hell, I say clean it up whatever the cost.
19  MS.  BARRETT:
20             And not just tonight 'cause there's a comment
21        period which ends September the 12th, so you can write
22        your comments in.
23  MR.  PERKINS:
24             So what you're eaying  is  we won't  know until
25        September the 12th  what you plan to do  up there?

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   	60     	
                                          59     0143
 1   MS.  BENNETT:
 2             No; it'll be after that.  That's when the comment
 3        period closes.
 4   MR.  PERKINS:
 5             Okay.  That's — okay.  And how long after the
 6        12th  will we know what you decide — what you have
 7        decided to do?
 8   MS.  BENNETT:
 9             It'll be about a month or so after that and Diane
10        usually puts out another fact sheet that says what the
11        final or what we call the Record of Decision was that
12        has been signed by an official EPA which will give our
13        position (inaudible)
14   MS.  BARRETT:
15             Uh-huh.
16   MR.  PERKINS:
17             And every resident and every business and every
18        church will get a copy or a notification of what you
19        plan  to do?
20   MS.  BARRETT:
21             Who is on the mailing list will get a copy, —•
22   MR.  PERKINS:
23             Okay.
24   MS.  BARRETT:
25             — but I will also put a notice in the paper.  I

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   	61	
                                         59     0144
 1        don't know if  y'all  saw the ads I put in the paper --
 2   (Affirmative comments  from the audience.)
 3   MS.  BARRETT:
 4             Okay.  Okay.  So that's one — another way.  I put
 5        it in the paper also.
 6   MR.  BROOME:
 7  -           Why does  it  take so long to get going?
 8   MS.  BARRETT:
 9             Well, —
10   UNIDENTIFIED SPEAKER:
11             Bureaucracy.
12   MS.  BARRETT:
13             — you got to draw up all kinds of plans.  It's
14        just like when you're going to build a building, if
15        you're going to build a house, you've got to have all
16        kinds of blueprints, you got to — you know, you got to
17        account for your  —  your foundation, concrete, pipes,
18        wires, everything that's involved.
19   (Inaudible comments from  the audience.)
20   MR.  BROOME:
21             Well, I guess what I'm trying to say is, you know,
22        there ain't no (inaudible) been found in all these
23        years and they're still getting in here?
24   MS.  BENNETT:
25             Well, what the  — the main thing on this site is

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   	   62	
                                        59     0145
 1        the National  Priorities List.  I mean, if we had a
 2        responsible party who was ready to gear up and go with
 3        this,  we could  go ahead and the very first thing we'd
 4        do is  get everybody on city water.  But because this
 5        money  is coining through, you know, government, through
 6        the Super fund,  then it has to be on the National
 7        Priorities List.  That takes time and then after that,
 8        we can start.
 9   MS.  BARRETT:
10            Hell, one  thing, too, EPA was just brought into
11        this situation  in 1995, so we just really started.
12   MR.  BROOME:
13            Okay.
14   MR.  BLACXWELL:
15            The EPA  checked the well, now, at the church much
16        earlier  than  that.
17   MS.  BENNETT:
18            Hell, the  emergency people came out in '91; right.
19   MS.  BARRETT:
20            Yeah.  The emergency response team —
21   MR.  BLACKWELL:
22            You said the well they drilled on the school
23        property was deep.  What do you mean by deep?  Bow deep
24        was the  well?
25                         ********

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                                         	   63	
                                          59      OU6
 1   MS. BENNETT:
 2             it went into the bedrock.   I  show the bedrock
 3        varies anywhere between thirty-five to over 100 feet
 4        deep.
 5   MS. BARRETT:
 6             We've gone from the surface down.
 7   MR. BIACKWELL:
 8    .         But you don't know how deep they went?
 9   MS. BARRETT:
10             I — I don't know.  There  should — there's a
11        record, somewhere.  Doc, do you  have any idea how deep
12        the school well was?
13   MR. THOMPSON:
14             (Nods head affirmatively)
15   MS. BARRETT:
16             You're shaking your head yes.   How --
17   MR. THOMPSON:
18             I'm Doc Thompson,  Gaston County Health Department.
19        We — there is a record of the  wells in the reports.  I
20        don't have any idea how deep the well  is.   I do know,
21        like you said, it's a deep well.  When they refer to
22        deep wells, they refer to alleged bedrock.  Any time
23        you go into bedrock, it's referred  to as a deep well
24        When you refer to a surface well, that's a sample,  like
25        a bored well, which is a very shallow well, but you

-------
   	     64	
                                           59     0147

 1        don't extend into the bedrock, so that's what we mean
 2        by a deep well,  is that it was extended to the level of
 3        bedrock, whether it's thirty-five feet or whether it's
 4        500 feet.  That's considered what we call a deep well
 5        because they extend past the sapolite area into the
 6        bedrock area.
 7   MS.  BARRETT:
 8             But there are records that would show the depth.
 9        We just, off the top of our heads, don't know.
10   UNIDENTIFIED SPEAKER:
11             Well, I had a bored well that was about seventy
12        feet deep.  It didn't go into the rocks.
13   UNIDENTIFIED SPEAKER:
14             That's right.  It was a bored well.  You can't
15        penetrate rock with no bore.
16   UNIDENTIFIED SPEAKER:
17             Well, they went down a 100 foot in theirs — in
18        mine and 225 foot and it's bedrock.
19   MS.  BARRETT:
20             Did you have a question?  You have raised your —
21   UNIDENTIFIED SPEAKER:
22             I'm going to catch you after the meeting with mine
23        'cause it's — I don't want to take up all these
24        people's time.
25                         ********

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                             	65	
                                          59     GU8
 1   MS.  BARRETT:
 2             Any other questions?   Good  questions.  Good
 3        questions.
 4   MS.  BENNETT:
 5             We appreciate the turnout.
 6   MS.  BARRETT:
 7             It's really good.
 8   MS.  BENNETT:
 9             Like I said,  we would like  to hear  from you.  All
10        of these will be recorded.   It will then — we will
11        then prepare a — prepare  a responsiveness summary that
12        has all of  your comments into it.  In it we will have
13        responses to those comments.
14   MS.  BARRETT:
15             And it will all be put in the repository.
16   UNIDENTIFIED SPEAKER:
17             I was  just starting to ask.  All of this
18        information is at the library?
19   MS.  BARRETT:
20             That we're talking about tonight, yes, ma'am, it
21        is.  It's — when you go in the  Belmont  branch, when
22        you walk in the door there beside the desk, it's
23        straight back on the top shelf on the — a wall.  It's
24        about seven volumes and they're  three-ring, white
25        notebooks,  but they're there.

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                 	       66
                                        5  9     0149
 1   MS.  BENNETT:
 2            Hell, we'll be around after the meeting if you
 3       want to come up and speak with us or ask any questions.
 4   MS.  BARRETT:
 5            Thank you very much and good night.
 6   (WHEREUPON, the meeting was concluded at 8:25 P.M.)
 7
 8
 9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25

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STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
                                   5  9
                                             67
CTI50
               I, Muriel A. Marcus, Notary Public, do hereby
certify that the aforesaid meeting was taken by me and
transcribed under my supervision and that the foregoing
sixty-six  (66) pages constitute a verbatim transcription of
the proceeding conducted herein.  I do further certify that
the persons were present as stated.
               I do further certify that I am not of counsel
for or in •the employment of any of the parties to this
action, nor do I have any interest, financial or otherwise,
in the result thereof.
               IN WITNESS WHEREOF, I have hereunto
subscribed my name, this 29th day of August, 1997.
                    Muriel A. Marcus"*          -             :
                    Notary Public
My Commission Expires:
June 16, 2002
PLEASE NOTE that unless otherwise specifically requested in
writing, the tape for this transcript will be retained for
thirty days from the date of this certificate.

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                                     5 9    0151
                   APPENDIX C
         STATE CONCURRENCE LETTER
North Belmont PCE Site
Record of Decision
North Belmont, Gaston County, NC
September. 1997

-------
                                      59      0 'I  5 2
State of North Carolina
Department of Environment,
Health, and Natural Resources
Division of Waste Management

James B. Hunt. Jr.. Governor
Wayne McDevitt, Secretary
William L Meyer, Director
                                   September 19, 1997
 Ms. Giezelle Bennett
 Superfiind Branch, Waste Management Division
 US EPA Region IV
 61 Forsyth Street, 11th Floor
 Atlanta, Georgia 30303

 RE:   Conditional State Concurrence with the
       September 1997 Record of Decision
       North Belmont PCE Site
       North Belmont, Gaston County, NC

 Dear Ms. Bennett
                                                          \
       The North Carolina Superfund Section has received and reviewed the attached Record of
 Decision (ROD) for the North Belmont PCE Site and concurs with the selected remedy subject to
 the following conditions:

       1.   Our concurrence on this ROD and of the selected remedies for the site is based solely
            on the information contained in the attached ROD and to the conditions listed here.
            Should we receive additional information that significantly affects the conclusions or
            remedies contained in the ROD, we may modify or withdraw this concurrence with
            written notice to EPA Region IV.

       2.   Our concurrence on this ROD in no way binds the State to concur in future decisions
            or commits the State to participate, financially or otherwise, in the cleanup of the Site.
            The State reserves the right to review, comment, and make independent assessments
            of all future work relating to this Site.
       P.O. Box 29603, Raleigh, North CoroBno 27611-9603    Telephone 919-733-4996    FAX 919-715-3605
                 An tquol Opportunity Afftn>ull»» Acflon Employ* SOU R*cydad/ 10*P
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                                                            59       0153
Ms. Giezelle Bennett
September 19, 1997
Page 2

       3.    If, after remediation is complete, the total residual risk level exceeds 10"6, the State may
            require deed recordation/restriction to document the presence of residual contamination
            and possibly limit future use of the property as specified in NCGS 130A-310.8.

       4.    A typographical error was found in the first sentence of paragraph 4 of page 12-1
            of the ROD and should be corrected as follows:  "Therefore, the remedy will include
            installation and monitoring of the carbon unit for one (1) year with a replacement unit
            to be installed at the end of the first year."

       We appreciate the opportunity to comment on this document and look forward to continuing
to work with the EPA to remediate this Site.
                                        Site Evaluation and Removal Branch
                                        Superfund Section
Attachment
cc: Philip Vorsatz
    Jack Butler w/o attachment
    G. Doug Rumford w/o attachment

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