NCD980729602_19900220_Jadco-Hughes_SERB RISK_Superfund Risk Assessment-OCR

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SUPERFUND RISK ASSESSMENT
JADCO-HUGHES SITE
Gaston County
North Carolina
n [t_G)Pflll nrefn
,. FEB 211990. ·11
: u L102.,;j::iU lTIT; ~
E?J\-REGI,.)}! IV
ATLAllTA, G;\
FEBRUARY 1990
REF. NO. 2427(10) CONESTOGA-ROVERS & ASSOCIATES
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TABLE OF CONTENTS
Page
1.0 INTRODUCTION ........................................................................................................ 1
1.1 BACKGROUND ............................................................................................... 1
2.0 IDENTIFICATION OF CHEMICALS OF POTENTIAL CONCERN .................. 6
2.1 GENERAL DATA COLLECTION CONSIDERATIONS ........................... 6
2.1.1 On-Site Soils ...................................................................................................... 6
2.1.2 On-Site Surface Sediments/Soils ................................................................. 7
2.1.3 Groundwater ..................................................................................................... 8
2.1.4 Surface Water ................................................................................................... 9
2.1.5 Analytical Procedures ................................................................................... 10
2.2 DATA EVALUATION CONSIDERATIONS ........................................... 10
2.2.1 Analytical Methods ....................................................................................... 11
2.2.2 Evaluation of Quantitation Limits ............................................................ 11
2.2.3 Evaluation of Qualified and Coded Data .................................................. 12
2.2.4 Chemicals in Blanks ...................................................................................... 12
2.3 QA/QC METHODS ........................................................................................ 13
2.3.1 Field QA/QC ................................................................................................... 13
3.0 EXPOSURE ASSESSMENT ...................................................................................... 14
3.1 EXPOSURE SETTING ................................................................................... 14
3.2 POTENTIAL EXPOSURE PATHWAYS .................................................... 15
3.2.1 Air Pathway ..................................................................................................... 16
3.2.2 Surface Water Pathway ................................................................................. 17
3.2.3 Groundwater Pathway .................................................................................. 18
3.2.4 Direct Contact .................................................................................................. 18
3.3 QUANTIFICATION OF EXPOSURE ......................................................... 19
3.3.1 Exposure Concentrations ............................................................................. 19
3.3.2 Estimation of Chemical Intakes .................................................................. 20
3.4 IDENTIFICATION OF UNCERTAINTIES .......................................... 25
3.4.1 Current and Future Land Use ..................................................................... 25
3.4.2 Environmental Sampling ............................................................................ 25
3.4.3 Exposure Pathways Evaluated ..................................................................... 26
3.4.4 Fate and Transport Modeling ...................................................................... 26
3.4.5 Parameter Values ........................................................................................... 27
3.5 SUMMARY OF EXPOSURE ASSESSMENT. .......................................... 27
4.0 TOXICITY ASSESSMENT ........................................................................................ 29
5.0 RISK CHARACTERIZATION ................................................................................. 31
5.1 DATA ASSESSMENT. .................................................................................. 31
5.2 RISK ASSESSMENT ..................................................................................... 32
5.2.1 Current Site Impact ....................................................................................... 32
5.2.2 Future Site Impact ......................................................................................... 34
6.0 CONCLUSIONS ......................................................................................................... 36
CONESTOGA-ROVERS & ASSOCl,ATES
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I LIST OF FIGURES
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Page
I FIGURE 1.1 SITE LOCATION 1
I FIGURE 1.2 HISTORICAL SITE FEATURES 1
I FIGURE 1.3 RI MONITORING AND SAMPLING LOCATIONS 3
FIGURE 1.4 SITE DRAINAGE PATTERNS 3
I FIGURE 1.5 SITE GEOLOGY 3
I FIGURE 1.6 GROUNDWATER FLOW PATTERN
-SHALLOW SAPROLITE 3
I FIGURE 1.7 GROUNDWATER FLOW PATTERN
-DEEP SAPROLITE 4
I FIGURE 1.8 TOT AL voe CONCENTRATIONS IN SOIL 4
FIGURE 1.9 TOTAL BNA CONCENTRATIONS IN SOIL 4 I FIGURE 1.10 PCB CONCENTRATIONS IN SURFACE SOIL
I -SOUTHEAST SWALE AREA 4
FIGURE 1.11 TOT AL voes IN SHALLOW WELLS 5
I FIGURE 1.12 TOTAL voes IN DEEP WELLS 5
'I FIGURE 1.13 TOTAL BNAS IN SHALLOW WELLS -5
FIGURE 1.14 TOTAL BNAS IN DEEP WELLS 5
I FIGURE 3.1 RESIDENTIAL WELL SURVEY AREA 15
,I FIGURE 3.2 2 MILE WELL SURVEY AREA 15
FIGURE 3.3 WATER INT AKE LOCATIONS 15
I FIGURE 5.2.1 SECTOR WISE SITE DIVISION FOR RISK ASSESSMENT 31
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TABLE 2.1.1
TABLE 2.1.2
TABLE 2.1.3
TABLE 2.1.4
TABLE 2.1.5
TABLE 2.1.6
TABLE 2.2.1
TABLE 2.2.2
TABLE 2.2.3
TABLE 3.1.1
TABLE 3.1.2
TABLE 3.1.3
TABLE 3.2.1
TABLE 3.2.2
LIST OF TABLES
Following
Page
BACKGROUND CONCENTRATION OF
METALS IN SOIL 6
CONTAMINANT PROFILE FOR SOIL 6
CONTAMINANT PROFILE FOR SITE SEDIMENTS 8
MONITORING WELL CONSTRUCTION SUMMARY 9
CONTAMINANT PROFILE FOR
ON-SITE GROUNDWATER 9
PHYSICAL PROPERTIES OF SITE-RELATED CHEMICALS
DETECTED IN GROUNDWATER 9
SUMMARY OF DATA EVALUATION CRITERIA 11
DATA QUALIFIER DEFINITION 11
Ai'-J"AL YTICAL PROTOCOLS 11
RESIDENTIAL WELL SURVEY RESULTS
WITHIN 1,000 FEET OF SITE 15
WELL SUPPLIES WITHIN A 1 / 4 MILE
RADIUS OF THE SITE 15
WELL SUPPLIES WITHIN A 2 MILE
RADIUS OF THE SITE 15
CHEMICAL RELEASE SOURCE ANALYSIS 15
POTENTIAL EXPOSURE PATHWAYS 15
CONESTOGA-ROVERS & ASSOCIATES
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TABLE 5.2.1
TABLE 5.2.2
TABLE 5.2.3
TABLE 5.2.4
TABLE 5.2.5
TABLE 5.2.6
TABLE 5.2.7
LIST OF TABLES
Following
Page
CURRENT POTENTIAL ADDffiONAL LIFETIME
CANCER RISK AND NON-CANCER HAZARD
INDEX FROM USE OF OFF-SITE GROUNDWATER 33
COMPARISON OF RESIDENTIAL WELL
SAMPLING RESULTS TO DRINKING WATER
CRITERIA AND STANDARDS 34
CURRENT POTENTIAL ADDITIONAL LIFETIME
CANCER RISK FROM EXPOSURE TO SITE SURFACE
SEDIMENTS/SURFACE SOILS
(HYPOTHETICAL SCENARIOS) 34
TOTAL PCB CONCENTRATIONS IN SURFACE
SEDIMENTS/SOILS ADJACENT TO SITE
(EASTERN AREA) 34
FUTURE POTENTIAL ADDITIONAL LIFETIME
CANCER RISK AND NON-CANCER HAZARD
INDEX OFF-SITE RESIDENTIAL GROUNDWATER
USE SCENARIO 35
FUTURE POTENTIAL ADDffiVE LIFETIME CANCER
RISK AND NON-CARCINOGENIC HAZARD FROM
USE OF OFF-SITE SURFACE WATER 35
POTENTIAL CA.t"JCER RISKS At"JD NON-CANCER
HAZARD VALUES FOR SITE SOILS UNDER
HYPOTHETICAL LAND DEVELOPMENT SCENARIOS 35
CONESTOGA-ROVERS & ASSOCIATES
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EXECUTIVE SUMMARY
The Jadco-Hughes Site is located in Gaston County, North
Carolina, approximately 15 miles west of Charlotte.
The 6-acre Site is a former solvent reclamation and waste
storage facility which had two operators: C.A. Hughes, Inc. (1971 to 1975) and
Jadco, Inc. (1975).
Complaints by neighboring residents and numerous spills
led to the closure of the Site in 1975. A State ordered cleanup was completed
by 1983 and involved the removal of drummed and bulk waste liquids and
the removal of facility equipment and buildings. As part of the cleanup, two
pits were constructed to decant solvents (north and south decant pits).
Contaminated Site surface soils were consolidated and covered in an on-Site
landfill. Remnants of the Site are a concrete slab where the facility operations
were formerly conducted, an elevated concrete loading dock, an on-Site
landfill, a concrete culvert and a fence.
After the closure of the Site, several reconnaissance
evaluations were conducted by the USEPA and State which identified
residual contamination. The Site was subsequently placed on the National
Priorities List in May 1986. That year, an Administrative Order of Consent
was established between the USEPA and a group of companies identified as
potentially responsible parties who have formed a steering committee.
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Conestoga-Rovers & Associates was retained by the
steering committee to conduct a Remedial Investigation and Feasibility Study.
The Remedial Investigation defined the nature and extent
of contamination which included:
• contamination of approximately 435 C.Y. of surface soil with PCB
concentrations exceeding 10 mg/kg;
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• contamination of approximately 6,000 C.Y. of subsurface soil principally
contaminated with volatile organic compounds (VOCs) and base neutral
and acid extractable compounds (BNAs);
• contamination of groundwater beneath the Site with principal
contaminants of VOCs and BNAs;
• contamination of Tributary B, principally by VOCs.
The Remedial Investigation found that contaminated soil was situated
on Site. Contaminated groundwater was principally situated beneath the Site
and exhibited evidence of seepage to Tributaries to Fites Creek and the
potential to migrate off Site in a northerly direction.
A Superfund Risk Assessment was conducted in
accordance with USEP A Guidance documents in order to identify areas of
existing or future potential concern if remedial actions were not performed.
A review of the RI data base identified the potential
contaminants of concern which include volatile organic compounds,
base/neutral and acid extractable compounds and metals in soil and
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groundwater. In addition, the presence of PCBs in surface soil was
investigated.
An evaluation of exposure pathways of potential air,
surface water, soil and groundwater contamination were evaluated.
Potentially complete pathways include:
• direct contact with contaminated surface soil,
• future use of contaminated groundwater as a drinking water source,
• future recreational use of contaminated surface water, and
• future contact with contaminated subsurface soil due to construction
activities on Site.
Potential exposure is characterized by the local setting.
The Site is vacant and partially secured by a fence. Human access to the Site is
infrequent and unauthorized. Tributaries A and B are small streams which
flow through and past the Site. They are not used as a drinking water supply
or for fishing in the vicinity of the Site. Groundwater is not used as a
drinking water supply on Site but is a water supply resource off Site for
residents having operational wells installed prior to the provision of
municipal water connections.
Current and future potential risks were evaluated using
potential additional lifetime cancer risk using an assumed exposure scenario
and current cancer slope factors. An additional cancer risk of 1 in 10,000 (lo-4)
to 1 in 1,000,000 oo-6) is considered by USEPA to be an acceptable range of risk
given the background risk of lifetime cancer incidence of approximately 1 in 3
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associated with causes unrelated to the Jadco-Hughes Site. Non-carcinogenic
risks were evaluated by comparing potential contaminant intakes to
acceptable daily intake values. A ratio of less than 1.0 represents an acceptable
exposure. Risks were also evaluated by means of drinking water standards.
The current risk posed by on-Site surficial soils
contaminated by PCBs was evaluated. This risk is associated with potential
contact to soil by people who have gained unauthorized Site access and
resulted in a calculated risk of ranging from 2 x 10-6 to 3 x 10-s. This range is
similar to USEP A's acceptable range of lifetime carcinogenic risk.
Current use of residential wells located immediately
downgradient of the Site was evaluated. This assessment identified that
detected compounds in potential residential water supplies were below
drinking water criteria or standards. As such, these detected compounds do
not pose an unacceptable risk to local residents.
The potential future risk due to exposure to contaminated
subsurface soil on Site was evaluated for a construction worker involved in a
hypothetical excavation activity. The potential additional lifetime cancer risk
ranged from 3 x 10-12 to 6 x 10-9. The hazard index ranged from 7 x 10-6 to
2 x 10-3. Both these ranges lie within acceptable risk levels.
The future potential risk associated with an off-Site
groundwater use as a drinking water supply was evaluated. Under this
scenario a contaminant plume is assumed to migrate, unremediated, off Site
and result in increased contaminant levels in residential wells. The
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associated potential additional lifetime cancer risk ranged from 0.06 to 2 and
the hazard index ranged from 10 to 100. Although these values are
conservatively derived, it is apparent that these values exceed acceptable risk
levels.
The future potential risk associated with an off-Site
exposure to contaminated surface water was evaluated. Under this scenario a
contaminant groundwater plume would discharge, unremediated, to surface
water resulting in increased contaminant levels in surface water and a
potential recreational exposure. The associated potential additional lifetime
cancer risk ranged from 5 x 10-7 to 2 x 10-S and the hazard index ranges from
2 x 10-4 to 1 x 10-2. These values lie within the acceptable risk levels.
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1.0 INTRODUCTION
This report presents the results of the Superfund Risk
Assessment (SRA) for the Jadco-Hughes Site (Site).
1.1 BACKGROUND
Background for the Jadco-Hughes Site is summarized
herein based on the detailed presentation of the Remedial Investigation (RI)
report (1).
The Jadco-Hughes Site derives its name from two
previous operators of the former industrial facility which is located on
Figure 1.1. The Site was operated from 1971 to 1975 as a solvent
reclamation/chemical waste storage facility by C.A. Hughes Inc. The facility
was subsequently leased to Jadco Inc. who operated the Site until operations
were suspended and eventually terminated in 1975 by a temporary restraining
order and judgement registered by the State of North Carolina.
The Site was used for reclaiming spent solvents for resale
using an on-Site distillation apparatus. In addition, the facility was used for
the open storage of drummed materials consisting of numerous waste
chemicals and chemical waste sludges. Sludge was reported to have been
generated as distillation bottoms which were stored on Site. Figure 1.2
provides a plan of former Site operations and locates storage and operation
areas.
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SOURCE• MOUNT HOLLY, N.C. 1•24000 QUAD.
CRA
2427-31/01/90-5-0
figure 1.1
SITE LOCA TlON
JADCO-HUGHES SITE
Goston County, NC
---
------......_ TJ!lBUTARY 8 ---·--..... _..-_ ... -... _,,.
(
---
.,
-
a S!'RlNC
-
20.000 c...L STORAGE TAN.I($
-- - -
CASON STREET S.R. 2035
--•o c:==::;~o•
------=···
0 TOIIER
TiilH flU,I
[V,<J>Off,1,JUI
•.ooo C"l STOR>,G£ IAIIKS
LEGEND
PROPERrt LINE
LIGHT STANDARD
!olMl'l>SIILAREAS
--- --!!!!I
0 50 IOOlt
1--LJ I
-----JR:WlARY f" ·---
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I.=
1. COMPOSITE AREAS SHOWN ARE BASEO ON AERIAL PHOTOGRAPHS DATED fEBRUARY 12. 1968. MAROi 17, 1969, AND NOVEMBER 18, 1975
FROM THE USEPA OOOJMEHT •slTE ANALYSIS -JAOCO-HUCHES,
POSSIBLE GROUNDSTAINS AND/OR
STANDING LIQUIDS
DRUM AND/OR OPEN STORAGE AREAS
DEBRIS STORAGE ANO/OR Flll. AREAS
NORTH BElJ.40NT, NORTH CAROLINA•. DATED DECEMBER 1985.
2. THE LOCATIONS ANO LIMITS OF .A.LI.. F£Al1JRES SHOV;N ARE APPROXIMATE.
3. LOCATIOH Of TANKS AND EQUIPMEtlT BASED Oil
SITE MAP FROM GASTON COUNTY DSH FllES (LINDA lEO).
CRA
2427-31/01/90-5-0
ORUM AND/OR OPEN STORAGE AREAS
NOVEMBER 18, 1975
figure 1.2
HISTORICAL SITE FEATURES
JADCO-HUGHES SITE
Gaston County, NC
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Subsequent to the cessation of Site activities, several
environmental studies and remedial efforts were conducted at the Site. Most
notable was the State ordered cleanup which was conducted in two phases
from 1975 to 1978 and from 1981 to 1983. This cleanup included the
excavation of two in-ground pits which were used for decanting solvents.
Under the State ordered cleanup, on-Site contaminated surface soil was
consolidated and covered in an on-Site landfill located in the southwest
'
corner of the Site in 1978.
The lack of information on the precise nature of the
material consolidated on-Site and the history of previous operations
contributed to the ranking of the Site under the National Priorities List (NPL).
USEPA Region IV scored the Site in June 1984. In October 1984, the Site was
placed on the NPL.
The Remedial Investigation/Feasibility Study (RI/FS) has
been prepared in response to an Administrative Consent Order, dated
September 30, 1986. The consent order was agreed upon by the United States
Environmental Protection Agency (USEPA) and a group of identified
potential responsible parties (PRPs) hereto known as the Jadco-Hughes
steering committee.
Conestoga-Rovers & Associates was retained by the
steering committee to implement a Remedial Investigation and Feasibility
Study with oversight provided by the USEPA.
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The Remedial Investigation was completed in two phases
and included the excavation of 37 test pits, 26 boreholes, the installation of 29
monitoring wells, as well as the collection and analyses of 184 water samples
and 244 soil samples. Figure 1.3 presents RI monitoring and sampling
locations.
The Remedial Investigation achieved its objective to
identify and characterize the nature and extent of contamination present in
surface water, sediment, soil and groundwater.
Drainage from the Site flows to tributaries of Fites Creek
and ultimately to the Catawba River approximately 2.5 miles downstream.
Figure 1.4 illustrates the drainage pattern of the Site and downstream
watercourses.
The Site is predominantly underlain by a unit of
weathered granite known as saprolite to a depth of 95 feet below ground
surface. Lenses of fluvial deposits of clay, silt and sand lie upon this unit near
ground surface. Granite bedrock underlies the saprolite and is found at
depths below 95 feet. Figure 1.5 illustrates the geology underlying the
Jadco-Hughes Site by means of a cross-section which transects the Site.
A water table is found at a depth of approximately 9 feet
below ground within the saprolite unit. Groundwater within the saprolite
migrates north at a rate of approximately 8 to 14 ft/year and is strongly
influenced by groundwater discharge into the on-Site culvert and tributaries
to Fites Creek. Figure 1.6 presents the groundwater flow patterns in the
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LEGEND
PROPERTY LINE
eWW9S MONITORING WELL
ePZ4 PIEZOMETER WELL
4PW1 PUMP WELL
0 50 100ft 1111?15 TEST PIT
■BH11 BOREHOLE t,SS29 SEDIMENT SAMPLE
oSF"J STREAM FLOW MEASUREMENT LOCATION
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I , t_......,._,v-M-,..,.__.,,_,....,...'-A.,,..'-'j'v--"-'vvu...._.,......,_.*µ.....,._,.......,.-.>-,-., ' ' ~ ____________ !.._/ __ -~ = ~W1JSe-MW13D ~ = =--=-=---~-= = =--=-=.. ...,_---=--= -I=-=.--:_-=--_; '-= ---=7--

_

J l_ _ --= = = = = = ~-_--''-----_-_-_____________ CASON STREET _ _ {SIOEROAD 20JS) \ --,-______________________ ~,-_ ..J.--.,--,-____ _
\ // l'J \ 1-------,lf--------,<-------,,---::=,:------,f-~\', SS128-:
CRA
' \, 110, BH1 ■ I I 9PZ4 PZ6.. ■8H3 ,\ I , '-"•• ■ BH10 / / BH2 , 1 ',JIIQ MW30 / I pr,. . ..J \ ,r::, Ill TP2 Ill;;,_ MWJS, □ □ ,' ,' TP5III 111TP31 111 TPJ2 I ' '\ '\ BH11 ■Ill ' ' ■ BH15 Ill 1P33 Ill \ \ ■ BH7 ,' ,' ■ BH12 BH<! \ \ \ RAISED CONCRETE PADS 1 '■BH8 TP3511! ■ \ rn,, ,',' 1P19III PZ5 dBH18 \ \ 1111?15 ,' ,' ~W7S TP6 Ill Ill TP29 • Ill TP34 I ~~5 \ ' ' 0 ■ BH9 J!I BH8 ' , Ill-. MW7D 111 '1'12 BH13 . ,r,--,....,.-,,.~_,;-v--,Y" \~ \, ilfTPB ' ___ -, <7 TP< BHS■■BH14 '\ ·\\ IIITP1J 111TP14 1BH21.L-J(IBH17 111TPJO 7lllBlJTARy 'Ir \, Q 1111P17 1P18 Ill D L -l • PZ3 -···-... -Ass, \' tl'MW40 DEBRJS I I ----------------------... -----.. _r-. --~~--~~,---------~---:'.'..:".s._-________ ~~-~.:•_C:9N~2ci,~VERT ------_: .. SS9: ~-lRIBlJTAAY°i··. ·-... -

.

·----~· IIW12S • ~' TP11111 /p-z, TP38III 1111P37 ■ r ___ ]->-. I e MWBS PW1 Ill lP21 BH20 I 1 SS10 BH25■ ~· 8 MW100 ~ 1 Ill lP20 ■BH22 Ill 1P27I MW6S I SS2-4-
SS30/:; SS31t, -~~~ MW60·BH■:, llf°TP9"""' t,SS33 Ill 6 SS34 6 SS35 fl! ■ BH2♦ BH23 TP2♦ TP26 SS42 = ~-t,SS4B
~--6SS21 ···-5544 SS23 I:, SS4B SS4B I:, SS5D I:, sss,
SP'RING SS7
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it, t,SS47
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figure 1.3
RI MONITORING AND SAM PUNG LOCATIONS . JADCO-HUGHES SITE
Goston County, NC 2427-31 01 /90-5-0 (P-35)
--
CRA
2427-31/01/90-5-0
--- - -- -
----- -PROPERTY LINE
---uo GROUND CONTOUR (FT. AMSl) + SURFACE WATIR DRAINAGE~
' D~/-:
-------;-:-;-~~~-Wl~r ·-----------------;-:-:-:--i'--':::.i:=;\<:'."
' ' '
""
-- - -
0 50 100tt
1 W !
--~
figure 1.4
SITE DRAINAGE PATTERNS
JADCO-HUGHES SITE
Gaston County, NC
-

-
-------
A
680.0
(J.1..-Sll)Sar
670.0
660.0
--------
i
~ 650.0
!,'.
. /
CONCRETE CULVERT
5 " ~ 640.0
SAPROLIT£ UNIT
630.0
620.0
---
,,,.,.,,,
O,!!ll.U
l
--
... ,
(sP)SMIO
-·· IL-Sll}53(f
:•
> ~ ~ :3 ~ ~ ~ ffi ...
l\ g'
-
610.ol,-----------,-----------,-----------::;;:----------~,;20
~
0
;-----------;~;;------------7
600 900 0 ,oo
,,.,,.,
1500
CRA
2-427-31/01/90-5-0
L£GEND
GROUtlD SURF AC£ (~1-STR.-. nGRAPHIC DESCRIPTION
-~ STATIC WAITR LE\fl. (9/18/89)
MONITORING WELL SCREEN LOCATION
HOR!ZotHAL DISTANCE (fEET)
SCALE (H) 1 • ..... 150•
{V) 1•""10•
1800
figure 1.5
SITE GEOLOGY
JADCO-HUGHES SITE
Gaston County, NC
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shallow saprolite (approximately 15 feet below ground surface) which
migrates in a northerly direction and is believed to discharge to Tributaries A
and B. Figure 1.7 presents the groundwater flow patterns in the deep saprolite
(approximately 45 feet below ground surface) which is believed to discharge,
in part, to Tributaries A and B and also migrate north of the Site.
Local water supplies are drawn from groundwater and
surface water. The location of water supply wells within two miles of the Site
have been identified.
The on-Site landfill was confirmed to be a significant area
of soil contamination characterized by the presence of volatile organic
compounds (VOCs), base neutral and acid compounds (BNAs), and to lesser
extent, by some polychlorinated biphenyls (PCBs) and metals. The
contaminant mass within the landfill is estimated to be approximately
12,150 lbs. Figures 1.8 and 1.9 present contaminant concentrations in soil on
Site.
The former operations area, the former south decant pit
and the former north decant pit were found to be less significant areas of soil
contamination characterized mainly by the presence of VOCs with
contaminant masses estimated to be 97, 64 and 24 lbs., respectively.
An area of surface soil contamination was identified in
the southeast swale area of the Site. A volume of 435 C.Y. of soil having PCB
concentrations above 10 mg/kg was delineated. Figure 1. 10 presents the PCB
concentrations in surface soil in the southeast swale area.
4
CONESTOGA-ROVERS & ASSOCIATES
-- --
CRA
2427-31/01/90-5-0
---
----- -PROPER TY UNE
IAONITORING WELL
PIEZOME TER 'M::U.
_.P~ PUl.lP \l<'ELL
- -
----650 GROUNDWAlEA CONTOUR (FT. At.451..)
GR0UNDW1' TER Fl.OW DIRECTION
(,li.l.50) GROUNOWA TER El.EVA 110N (SEPT. 18, 1969)
-
' {6".81)
I
I
:wos {6#1.
PZI ~a~=', ',Ol.1 ~
~1 '
(6~7J)
---
--tsio£ROAD2oJ5)-----, --. ----- - --
' f, ___ -,, "(6D~
1 I PH , , , , , , , , ,,-:/ , ,
, """ ,f~t.19).
n
o-s.,.
-
0 50
H;;.J
---
1001t
I
figure 1.6
GROUNDWATER FLOW PATTERNS
SHALLOW SAPROLITE
JADCO-HUGHES SITE
Gaston County, NC
---
I
CRA
2427-31/01/90-5-0
--- - -
- ---- -PROPERTi' lJNE
---650
==C>
/' ./
(IU41M)
I ' I ;il-
l
PUUP 'NELL
GROUNDWATER CONTOUR (FT. AMSl.)
GROUNOWA TtR Fl.OW DIRECTION
GROUNDWATER El£VATION (SEPT. 18, 1989)
-- -- -
0 50
LJ;;.J
-- --
100ft
I
figure 1. 7
GROUNDWATER FLOW PATTERN
-DEEP SAPROLITE
JADCO-HUGHES SITE
Gaston County, NC
-
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------
eMll9S
1111P15
.BH11
{0.206)
LEGEND
PROPERTY LINE
MONITORING WELL
TEST PIT
BOREHOLE
mg/kg TOTAL voe
' I
I
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I I
f I
~
0 50 100ft
I I I • ._.J,J_µ.AJ_,__,...,__,,_,.__,-fa..__,--V'-A..AA..,,_._,v.,'<.,..---\>Jv.._,._._,..,._,J'-' I I -= = = = = = :¢ _--'-_--_-_---=-______ ~ ~ _ (;ASON STREET -(SllJtl?OAD-... 2ro5/=-;;. ..... =--==------=--=~ =--==-----=--== =--=-=-----=--= __.;~ =--=t ~-1 L _ -_
\ "& r -----------, i , '\ H :
CRA
\
\., lfo: ' £1H1 ■ I I ■BH3 '\ I , , "·• / ■BH10 ) {0.018) I / ■IIH2 {0.010) 1
",:,__ !:! ( {o.206) {0.01) _.!AW30 / ,' {0.011) l. J ;'!-,, m~a; mi'};~ao; } Mw.lS,no.01; □ □ ,' ,' ro.,,J:;Jm_______ , \\ l BH11 ■ ■BH7 , , •;I!:;~-~
\
~ \ \ {926.J} // {0.01J) RAJSEO CONCRETE PADS ,1'/ ~y B ■{O. ■?,rt,z,
0.01,A -.... , , ro.01,; , ""-_ _, , , MW7S 1H111 • wwss \\ 0-=ffl'l,2;____ ,BH8{0.S7} ,' ,' 111~0..§lg} Ill 2 iJl,,,ml {0.019) IMwso
\\ -1P8 , ..... -■■BH14 (0.017} ..... v,
\ {0.652) r ----, ,-, TP4(1.51J} {IJ.OJ) (NO)
\, I BH21 L-J "BH17
lRIBIJTARy 'B' \ \ Q D {o.2JJ) • (O.J57) _ ... -.. __ .. \, "'MW-IO{o.=J DEBRIS : :rr::::ll,..,_=-=-=-=-=c=-=::::lr-===:-/=-=±-:::_:-_::....=---=::'..::::-=:~~-:: -=::a--=~~-:-'-=-~~-~~=;;i..dL"--'.,.__,._;_~ ·-.., ~------::u. __ ~~-""" MW,C,S --•• CON,...,,~ ,..n 1 I ~rl"'-=r..a--.-:f',"-?-:;;a',::;.-''-;.'-v'..--",..."r-.-'v"-vv---."~•~-,•••-•••-•,. -,,-,.,_--------~------------------~---...nr;.ii;,. ......,~VERT 1 1 lRIBUTARY '9'0
••-•··--
I
I
)
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'' lPII -----------------------:r,-.. ,_.:JJ.,<...... "·-... -...
"-' ri:i~ro.ruz,
111
a.=; r~---r266J, FORMER NORlH DECANT PIT
-~ I M\\'BS /'-,08) 1 M'AW. 1 \ FORMER OPERATIONS AREA
(2-<IU) ~ {0.01I} \ {0214} {a.~: \
0
SPRING
FORMER SOUlH DECANT PIT
{0.1.12} ~--('9.tUO}-
figure 1.8
TOTAL voe CONCENTRATIONS IN SOIL
JADCO-HUGHES SITE
Gaston County, NC
2427-3/11 B9-5-0 (P-67
-. I ~G~D
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I _______ ...)_
------~--
\
CRA
2427-3 11 89-5-0 P-68
I
- ---- -PROPERTY LINE ...-
(1.68)
MONITORING WELL
TEST PIT
BOREHOLE
mg/kg TOTAL BNA
-----------APPROXIMATE LIMIT OF LANDFILL
I
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FORMER SOU1H DECANT PIT
o 50 100ft -. - -
FORMER NOR1H DECANT p'1T
FORMER OPERA TlONS AREA
figure 1.9
TOTAL BNA CONCENTRATIONS IN SOIL
JADCO-HUGHES SITE
Gaston County, NC
-
\
TRIBUTARY 'B' SS5
NO
' I I
~~,~ .II,
5S28 -L6,
NO ,-
I
/
I~.
CRA
2 ◄27-6/02/90-5-0
-
\ \
\' ,\
\\
\ \
-
0 20
~
Q
-
40/t
I
-
.6, SS29
O.J
-10-
iiiil
lliilJ:ill.
PROPER TY LINE
SEOJM[NT SAMPLE
PCB COtlCENTRA TION
iiiiii
COtlCENTRAllON CONTOUR (mg/kg)
liiiil
KEY MAP
N.T.S.
/
I /
I
,-----7 fl
I L _ _J
=9 l!!!!!!I
/
= ::: 1<= \-==... ~ =: =: = =: =: --- - ---___ :..6~ ':_0N~R~TE=cu~~T= =: =: =: ::: :::
\ "-=-------=-------:!"J--.
n O£BRIS
l.,auTARY ·a·
.P~r'-s~: 5S11
SS37
15
, ' r - ---_J
I NO
5S10
0.9J
NO
556
170
SS.JO
5.7
,._ SS.Jl
uo.55
fi 5S25
NO
"SSJ2
LI. 0.2-1
5S40.
0.-11
f.::.S548
NO
SSJ.J
f:,16
S541
2J
5S34 t:-,,.
6.1
SPRltlG 0
5S43
0,6. 21
5S21 A
2.5 u
6,5S49
NO
I
10
SS44
,.1
NO
NO
\
6 5524
S551
t,NO
f:.,_ 5S45
NO
D,, S550
NO figure 1.10
PCB CONCENTRATIONS IN SURFACE SOIL
-SOUlHEAST SWALE AREA
SEDIMENT SAMPLING LOCATIONS
JAOCO-HUGHES SITE
Gaston County, NC
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11
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On-Site groundwater contamination is present and is
characterized by VOCs, BNAs and to a lesser extent by some metals.
Figures 1.11 through 1.14 present VOC and BNA concentrations in the
shallow and deep saprolite aquifers. As shown, there are five significant areas
of groundwater contamination identified as:
• MW2D • MW3S • MW8S
• MW6S • MWSD
Little evidence of off-Site groundwater contamination was
found. Groundwater monitored in the area immediately surrounding the
Site exhibited concentrations below drinking water standards or criteria.
Residential wells which lie from 100 to 1,000 feet
downgradient of the Site did not exhibit analyte concentrations exceeding
drinking water standards or criteria.
Surface water contamination by VOCs was identified and
characterized. This contamination is attributed to discharge of contaminated
groundwater to the on-Site culvert (which lies below the water table) and
tributaries to Fites Creek. This VOC contamination essentially dissipates
immediately downstream of the Site.
5
CONESTOGA-ROVERS & ASSOCIATES
liiiiit
CRA
2427-6/02/90-5-0
--
- ---- -PROPERTY LINE
• .1,nws MONITORING \','ELL.
(..0.7) TOTAL voe CONCENffiATlON
AT WELL SITE (ug/l)
{SAMPLING ROUND J)
(ND _.. NOT DETECTED)
--/00--TOTAL VOC CONCENTRATION
CONTOUR (ug/l)
)
I
---- -
li.O..IE.;_ MAXII.AUM VALUES SHOW.
-
0 50 100ft
~ I
figure 1.11
TOTAL voes IN SHALLOW WELLS
JADCO-HUGHES SITE
Gaston County, NC
-
-
CRA
2427-6/02/90-5-0
-11!!11 --
------PROPERTY LINE
.... W'.15
{O.H)
-700-
}
I
MONITORING 'NEU
PUMP WELL
TOTAL voe CONCEMTRATTON
AT V.HL SITE (ug~ (SAMPLING ROUND {ND :. NOT DETEC )
TOTAL voe CONCENTRATION
CCNTOUR (ug/L).
- - -- --
0
"""' till.IL_ MAXIMUM VALUES SHOWN.)
... ---
,o
figure 1.12
TOT AL voes IN DEEP WELLS
JADCO-HUGHES SITE
Gaston County, NC
-.. --
CRA
2427-6/02/90-5-0
----
-

-
---

-
PROP£RT'r' LINE
l
I
•"'IVS MONITORING W[LL
(ll~li) TOTAL BNA CONCENTRATION
AT 'M:U sm: (ug/L)
(SAMPLING ROUND J)
(ND .. NOT DETtCTED)
--/00--TOTAL BNA CONCENTRATION
CONTOUR (ug/l)
- --.. -
!::illl[;__ MAXIMUM VALUES SHO,,.,,-~. 0 50 -;
-.. .. -
100ft
(1.4)
figure 1.13
TOTAL BNAs IN SHALLOW WELLS JADCO-HUGHES SITE
Gaston County, NC
CRA
2427-6/02/90-5-0
--f:m
LEGEND
- -----PROPERfY LUJE
I
I
{2.1)
PUMP WELL
TOTAL BNA CONC(NTHAnON
AT V.Hl SlfE {uq/L~ (SAMPLING ROUND (ND "" NOT DETECrE )
--/00--TOTAL BNA CONCENTRATION
CONTOUR (ug/1..)
.. , ee
0 50
1--'.;;;;;1 till.IL.. MA.XIMUM VALUES SHOWN.)
..
100ft
I
figure 1.14
TOTAL BNAs IN DEEP WELLS
JADCO-HUGHES SITE
Caston County. NC
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2.0 IDENTIFICATION OF CHEMICALS OF POTENTIAL CONCERN
2.1 GENERAL DATA COLLECTION CONSIDERATIONS
2.1.1 On-Site Soils
Soil samples collected south of the Site were used to
establish background metal concentrations. The location of MW-1 is
upgradient of the Site, and approximately 650 feet south of the Site as shown
in Figure 1.3. The results of the soil analysis for MWl are presented in
Table 2.1.1 which presents background concentrations in soil for metals.
Background concentrations for organics are assumed to be non-detectable.
Previous remedial efforts at the Site included the
consolidation of contaminated surface soils in an unlined, on-Site landfill.
For purposes of the present RI/FS, on-Site soils were characterized in four
potential source areas (the former north and south decant pits, former
operations area, and the on-Site landfill) as well as the remainder of the Site.
The total VOC and BNA concentrations in soil are presented on Figure 1.8
and 1.9. As shown on these figures, contaminated soil is principally
associated with the on-Site landfill. A contamination profile for landfill soil
is presented in Table 2.1.2.
6
CONESTOGA-ROVERS 8. ASSOCIATES
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TABLE2.1.1
BACKGROUND CONCENTRATIONS IN SOIL
JADCO-HUGHES RI/FS
Analyte Concentration Range
Compound MW1 Well Soil (l)
voes <µgikg)
acetone
methylene chloride
BNAs (µgikg)
bis (2-ethylhexyl) phthalate
di-n-butylphthalate
PESTICIDES/PCBs
NA
METALS (mg/kg)
aluminum
arsenic, graphite AA
barium
cadmium
calcium
chromium
cobalt
copper
iron
lead, graphite AA
magnesium
manganese
nickel
potassium
silver
thallium•
vanadium
zinc
(1) As presented in Appendix M of RI.
7.9 -8.9
4.6 -6.5
120 -140
160
19,000 -26,000
25-28
22-360
1.9 - 6
1,900 -4,600
7 -52
11 -130
34 -160
25,000 -79,000
0.6 -3.2
2,500 -16,000
150-3,400
7.4 -45
2,100
3
0.08
100 -200
26 -94
CONESTOGA-ROVERS & ASSOCIATES
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TABLE2.1.2
I CONT AMIN ANT PROFILE FOR SOIL
ON-SITE LANDFILL
JADCO-HUGHES RI/FS
I Range of Detects
I Compound Low High Representative Concentration
VOCs (mg/kg)
I acetone 0.006 72 9.9
2-butanone 21 170. 72
1, 1-dichloroethane 0.0027 0.0027 0.0027
'
1,2-dichloroethane 1.6 9.3 5.7
ethylbenzene 8.4 65 36.4
methylene chloride 0.0019 11.0 3.1
'
4-methyl-2-pentanone 10.000 19.000 14.5
1, 1,2,2-tetrachloroethane 0.0095 0.0095 0.0095
tetrachloroethene 0.0016 12 4.7
toluene 0.0018 620 303.6
I 1, 1, Hrichloroethane 0.014 0.014 0.014
1, 1,2-trichloroethane 0.0028 0.0028 0.0028
trichloroethene 0.0075 3.5 1.8
'
total xylenes 0.0013 320 134.6
BN As /mg/kg)
' acenaphthene 0.17 0.98 0.575
anthracene 1 1 1.0
benzo(a)pyrene 3.6 3.6 3.6
I benzo(b)fluoranthene 2.7 2.7 2.7
benzo(g,h,i)perylene 1.4 1.4 1.4
benzo(k)fluoranthene 2.2 2.2 2.2 ,, benzoic acid 13 35 19.4
bis(2-chloroethyl)ether 1.2 1.7 1.5
bis(2-ethylhexyl)phthalate 0.09 260 53.8
butylbenzylphthalate 2 8.2 5.0
I 2-chlorophenol 14 90 42.4
chrysene 0.27 3.400 1.8
1,2-dichlorobenzene 1.4 2.1 1.7
I 1,4-dichlorobenzene 0.57 0.98 0.775
di-n-bu tyl phthalate 2.4 8.4 3.4
di-n-octylphthalate 4.6 6.1 5.4 a fluoranthene 0.48 5.4 2.9
fluorene 0.19 0.69 0.44
indeno(l,2,3-cd)pyrene 2.0 2.0 2.0
I
2-methylnaphthalene 0.11 2.9 1.1
2-methylphenol 2.5 9.1 5.1
4-methylphenol 1 2.5 1.9
naphthalene 1.8 6.3 3.6 ,, phenanthrene 3.4 3.4 3.4
phenol 8.2 24. 1.6
pyrene 0.48 5.6 3.0
I 1,2,4-trichlorobenzene 0.18 86. 24.2
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TABLE 2.1.2
CONTAMlNANT PROFILE FOR SOIL
ON-SITE LANDFILL
JADCO-HUGHES RI/FS
Range of Detects
Compound Low High Representative Concentration
Pesticides/PCBs (mg/kg) 11.0 36.0 20.3
Metals and Total Cyanide (mg/kg)
Aluminum 1.6 27.6 13.9
Antimony 0.016 0.0475 0.031
Arsenic 0.031 0.047 0.038
Barium 0.027 0.268 0.102
Beryllium 0.0001 0.002 0.001
Cadmium 0.001 0.004 0.002
Calcium 1.2 16.4 4.0
Chromium 0.058 0.19 0.066
Cobalt 0.01 0.03 0.02
Copper 0.354 1.01 0.218
Iron 17.0 63.7 36.4
Lead 0.005 0.596 0.3
Magnesium 1.4 8.9 4.1
Manganese 0.11 0.99 0.487
Mercury 0.00006 0.0002 0.0001
Nickel 0.0056 0.06 0.021
Potassium 0.1304 0.885 0.358
Sodium 0.227 0.757 0.53
Thallium 0.00008 0.00011 0.000095
Vanadium 0.037 0.29 0.1215
Zinc 0.023 0.175 0.071
Total Cyanide 0.004 0.0089 0.00684
Notes:
• Based on soil data for on-Site landfill. Representative concentrations were developed from average of
detected values.
• VOCs = volatile organic compounds.
• BNAs = base/neutral and acid extractable compounds
• The above profile is based on samples collected from the following locations: BH(MW-3), BH-7,
BH-8, B--9, BH-10, BH-11, T-P2 ,TP-3
CONESTOGA-ROVERS & ASSOCIATES
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2.1.2 On-Site Surface Sediments/Soils
Contaminant concentrations in surface sediments and
surface soils were assessed by extensive sampling in the eastern areas,
adjacent to the south decant pit and the former operations area. Background
samples were also taken north of the Site from Tributary A, and from
Tributary B south of the Site.
As indicated in Section 8.5.3 of the RI, surficial
contamination by PCBs had been detected within the southeast swale area of
the Site, immediately adjacent to the Former Operations Area and Former
South Decant Pit.
Within the context of the present SRA, only surface soil
samples taken from predominantly wet areas devoid of an overlying
protective vegetative layer were designated "sediment" samples. Others were
simply surface "soil" samples. 55-6, -9, -10 and SS-19 were considered samples
representative of Site sediment contamination in the area on or immediately
adjacent to the Site.
Surface sediment and soil sampling locations are shown
on Figure 1.3, and are comprised of:
a) Upstream Samples: 3 locations
7
-SS-1
SS-5
SS-12
CONESTOGA-ROVERS a ASSOCIATES
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c)
On-Site Samples: 33 locations -SS-6
SS-19 to SS-51
Site-Adjacent Samples: 5 locations -SS-9 to SS-11
SS-14
SS-15
d) Downstream Samples: 3 locations -SS-16 to SS-18
PCBs were identified as the principal contaminant in
surface sediments/soils in the eastern region of the Site (former operations
area/south decant pit). The distribution of PCB contamination is shown on
Figure 1.10. Table 2.1.3 presents the contamination profile for PCBs in surface
soil and sediment.
2.1.3 Groundwater
The monitoring wells used to assess groundwater on Site
were:
MW2S (shallow) MW2D (deep)
MW3S MW3D
MW4S MW4D
MWSS MWSD
MW6S MW6D
MW7S MW7D
MW8S MWl0D
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TABLE 2.1.3
CONTAMINANT PROFILE FOR SITE SEDIMENTS/SURFACE SOILS
JADCO-HUGHES
Compound
PCB-1248 (mg/kg)
PCB-1254 (mg/kg)
Range of Detected Concentrations
Low High
0.24
8.2
1,500
20
Mean of Detected(1!
Analyte Concentrations
94.8
7.53
(1) Based on surface sediment/soil samples SS-1 through SS-51.
CONESTOGA-ROVERS & ASSOCIATES
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Wells MW1, MW11D and MW-13S and 13D were used to
assess background groundwater concentrations, and MW-9S, MW-12S and
MW-12D were used to assess groundwater contaminant levels downgradient
of the Site. All well depths are given on Table 2.1.4, and well locations are
shown on Figure 1.3.
Figures 1. 11 through 1.14 illustrate the distribution of
VOC and BNAs in groundwater. Table 2.1.5 presents the contaminant profile
for on-Site groundwater. Physical properties of chemicals found in
groundwater on Site are shown in Table 2.1.6.
2.1.4 Surface Water
Surface water in the vicinity of the Site consists of
Tributaries A and B of Fites Creek as shown on Figure 1.3. Tributary B
transects the Site by way of a buried culvert, and receives flow from a spring
located east of the Site. Following the confluence of Tributaries A and B, this
water body is designated Tributary "B", and continues in a northeast direction
until discharging directly into Fites Creek which ultimately flows into the
Catawba River.
Groundwater flux to the streams was calculated in the RI
to be approximately 2.5 gpm. The 7Q10 flowrate of Tributary B has been
estimated at 138 gpm (U.S. Department of the Interior, Geological Survey;
letter from HC Gunter to Ron Frehner, November 28, 1989) yielding an
approximate 55-fold dilution factor of groundwater flowing into surface water
9
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TABLE2.1.4
MONITORING WELL CONSTRUCTION SUMMARY
JADCO-HUGHES RI/FS
Total
Date Depth Screen TOC Elro.
Well No. Installed (ft. BGS) Length (ft.) (ft. AMSL)
PHASE I MONITORING WELLS
MW1 11/17 /88 40.0 10.0 682.31
MW2S 12/04/88 20.0 10.0 664.02
MW2D 11/21/88 44.0 10.0 664.52
MW3S 11/29/88 27.5 10.0 670.31
MW3D 12/01/88 48.5 5.0 670.04
MW4S 12/04/88 19.5 10.0 664.08
MW4D 12/04/88 41.5 5.0 664.17
MW5D 11/15/88 35.0 15.0 653.70
MW6S 11/19/88 18.0 10.0 661.53
MW6D 11/19/88 43.0 5.0 661.22
MW7S 11/28/88 19.5 10.0 663.23
MW7D 11/22/88 45.0 10.0 662.33
PHASE II MONITORING WELLS
MW5S 6/15/89 15.0 10.0 653.10
MW8S 6/16/89 23.0 10.0 666.05
MW9S 6/27/89 25.0 15.0 665.77
MW10D 6/26/89 94.0 5.0 664.35
MW12S 7 /13/89 15.0 5.0 649.25
MW12D 7 /13/89 29.5 10.0 650.96
MW11D 6/29/89 42.5 5.0 666.48
MW13S 7/8/89 32.5 5.0 667.77
MW13D 8/19/89 52.0 5.0 670.16
PW-1 7 /24/89 49.5 10.0 663.73
Notes:
(1) Reference bench mark is 672.89 ft. AMSL at spike in power pole
inside site fence at Cason Street south of main gate.
(2) TOC -top of 2-inch casing.
(3) AMSL -above mean sea level.
(4) BGS -below ground surface.
Ground Elro. Mid-Screen Elev.
(ft.AMSL) (ft.AMSL)
679.7 644.7
661.3 646.3
661.3 622.3
667.7 645.2
667.8 621.8
661.0 646.5
660.9 621.9
650.7 623.2
659.8 646.8
659.8 619.3
660.0 645.5
659.6 619.6
650.7 640.7
663.7 645.7
662.4 644.9
660.6 569.1
646.9 634.4
647.6 623.1
664.1 624.1
669.0 639.0
669.0 626.5
661.0 616.5
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TABLE2.1.5 Page 1 of 2
CONTAMINANT PROFILE FOR ON-SITE GROUNDWATER
JADCO-HUGHES RI/FS
Range of Detects Representative
voes <µglL) Low High Concentration
acetone 6.6 140,563 30,524
benzene 0.25 1,285 277
2-butanone 50,249 64,000 57,124
carbon disulfide 0.28 1.8 1.8
carbon tetrachloride 0.28 26,118 7,153
chlorobenzene 0.35 340 96
chloroethane 0.47 15 7.7
chloroform 0.63 103,589 17,083
1, 1-dichloroethane 0.76 110 22
1,2-dichloroethane 0.44 5,531 986
1, 1-dichloroethcne 0.16 839 141
1,2-dichloroethene (total) 1.6 15,000 2,561
1,2-dichloropropane 0.29 0.34 0.32
ethylbenzene 440 1,268 749
2-hexanone 0.49 1,800 900
methylene chloride 0.55 10,981 1,750
4-methyl-2-pentanone 3,100 10,277 6,688
1, 1,2,2-tetrachloroethane 0.26 0.26 0.26
tetrachloroethene 0.76 13 6.2
toluene 0.36 98,808 17,359
1, 1, 1-trichloroethane 0.23 672 168
1, 1,2-trichloroethane 0.70 2.8 1.6
trichloroethene 0.45 580 69
vinyl chloride 0.60 68,000 11,451
total xylenes 0.30 5,402 1,376
BNA (µg/L)
benzoic acid 550 4,800 2,675
bis (2-chloroethyl) ether 4.3 29,000 4,623
bis (2-chloroisopropyl) ether 3.2 11 11
bis (2-ethylhexyl) phthalate 1.3 270 41
1,2-dichlorobenzene 17 89 56
1,3-dichlorobenzene 1.7 89 19
1,4-dichlorobenzene 3.6 590 121
di-n-butyphthalate 2.3 680 196
di-n-octylphthalate 1.9 1.9 1.9
2-methylphenol 26 26 26
4-methylphenol 74 74 74
naphthalene 8.1 8.1 8.1
phenol 28 1,700 1,109
1,2,4-trichorobenzene 3.7 3,000 606
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TABLE 2.1.5 Page 2 of 2
CONTAMINANT PROFILE FOR ON-SITE GROUNDWATER
JADCO-HUGHES RI/FS
Metals and Cyanide (mg!L)
Aluminum
Antimony
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Silver
Sodium
Thallium
Vanadium
Zinc
Cyanide
Notes:
Pesticides/PCBs were not detected.
ND -Not Detected.
Range of Detects
Low High
0.47 130
0.051 0.39
0.005 0.09
0.046 0.56
0.001 0.001
0.006 0.008
39 470
0.0093 0.76
0.008 0.14
0.022 0.4
4.2 200
0.0023 0.037
16 170
0.24 56
0.031 0.58
6.7 11
0.01 0.01
9.6 36
0.001 0.001
0.013 0.38
0.022 0.49
ND ND
Representative
Concentration
35
0.22
0.04
0.2
0.001
0.0067
136
0.14
0.068
0.17
55
0.0095
63
8.9
0.15
7.7
O.Dl
18
0.001
0.14
0.18
ND
On-Site Groundwater is groundwater within the Site boundaries represented by wells
in which detections above MCLs were recorded: MW2S, MW2D, MW3S, MW4S,
MW5D, MW6S, MW7S, MW8S.
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TABLE 2.1.6 Page 1 of 3
PHYSICAL PROPERTIES OF SITE-RELATED CHEMICALS
DETECTED IN GROUNDWATER
JADCO-HUGHES RI/FS
(1) (3) (2) (2)
Water CSF
Toxicity Koc BCF LogKow Solubility RfD 1
Chemical CASRN Class (mUg) (Ukg) (mg!L) (mglkgld) (mg!kgld)
Acetone 67-64-1 NC 2.20 -0.34 1,000,000 0.10
Aluminum 7429-90-5
Antimony 7440-36-0 NC 1 0.0004
Arsenic 7440-38-2 NC/PC A 44
Barium 7440-39-3 NC
Benzene 71-43-2 PCA 83.00 5.2 2.12 1,750.00 0.029
Benzoic Acid 1079-02-3 N/C 4.0
Beryllium 7440-41-7 NC/PCB2 19 0.005
Bis(2-chloroethyl)ether 111-44-4 PCB2 13.20 6.9 1.1
Bis(2-chloroisopropyl)ether 108-60-1 61.00 0
Bis(2-ethylhexy)phthalate 117-81-7 NC/PCB2 65.00 1.60 0.02 0.014
2-Butanone (MEK) 76-93-3 NC 4.50 0 0.05
Cadmium 7740-43-9 NC/PCB! 81
Calcium 7740-70-2
Carbon Disulfide 75-15-0 NC 54.00 0 2 2,940.00 0.10
nCarbon Tetrachloride 56-23-5 NC/PCB2 110.00 19 2.64 757.00 0.007 0.13
~ Chlorobenzene 106-90-7 NC 330.00 10 2.84
i;ichlorocthane 75-00-3
dChloroform 67-66-3 NC/PCB2 31.00 3.75 1.97 8,200.00 0.01 0.0061
G:Chromium VI 7440-47-3 NC/PC A 16 0.005 41.0
J:'cobalt 7440-48-4 :0 7440-50-8 PCD 1.97 cCopper 200 0.02
if.cyanide 74-90-8 NC/PCD 0
i)ll,2-Dichlorobenzene 95-50-1 NC 1,700.00 56 3.6 100.00
s,ol ,3-Dichlorobenzene 541-73-1 1,700.00 56
)> 1,4-Dichlorobenzene 106-46-7 1,700.00 56
l!;l, 1-Dichlorocthane 75-34-3 30.00 1.79 5,500.00
0 0
~ m (J)
--- - --
TABLE2.1.6 Page 2 of 3
PHYSICAL PROPERTIES OF SITE-RELATED CHEMICALS
DETECTED IN GROUNDWATER
JADCO-HUGHES RI/FS
(1) (2) (3) (2) (2) (2) (2)
Water CSF
Toxicity Koc BCF LogKow Solubility RfD 1
Chemical CASRN Class (mUg) (Ukg) (mg/L) (mglkgld) (mglkgld)
1,2-Dichloroethane 101--06-2 PCB2 14.00 1.2 1.48 8,520.00 0.091
1, 1-Dichloroethylene 75-35-4 NC/PCC 65.00 5.6 1.84 0.00 0.009 0.60
1,2-Dichloroethylene (Total) 540-59--0 54.00 1.6
1,2-Dichloroethylene (trans) 156-<i0-5 NC 59.00 1.6 0.02
1,2-Dichloropropane 7S-87-5 51.00
Di-n-butyl phthalate 84-74-2 NC/PCD 51.60 0.1
Di-n-octyl phthalate 117-84--0 37.5
Ethylbenzene 100-41-4 NC/PCD 1,100.00 3.15 152.00 0.10
2-Hexanone 591-78-{i
Iron 1543s-31--0 NC
Lead 7439-92-1 PCB2 49
Magnesium 7439-95-4
Manganese 7439-96-5 PCD
Methylene Chloride 75-09-2 NC/PCB2 8.80 1.30 20,000.00 0.06 0.007
2-Methylphenol 95-4S-7 NC 0.05
n 4-Methylphenol 106-44-5 NC 0.05
~ 4-Methyl-2-Pentanone lOS-10-1 NC 0.05
m Napthalene 91-20-3 §~~~~~I 7440-02--0 NC 47
lOS-95-2 NC 14.20 1.4 1.46 93,000.00 0.6
~Potassium 7440-09-7
~Silver 7440-22-4 NC/PC D 3080 0.003
;;\Sodium 7440-23-5
:D 1, 1,2,2-Tetrachloroethane 79-34-5 rec 118.00 42 2.39 2,900.00 0.20
tJ) NC 364.00 150.00 O.Dl Tetrachloroethylene 127-18-4 2.6
:Thallium 7440-28--0
tJ)
tJ)
0 n
~ m tJ)
.. ·-- -
iiiiii - - -
TABLE2.1.6
PHYSICAL PROPERTIES OF SITE-RELATED CHEMICALS
DETECTED IN GROUNDWATER
JADCO-HUGHES RI/FS
(1) (3)
Water
Toxicity Koc BCF LogKow Solubility
Chemical CASRN Class (mL/g) (Ukg! (mg/L)
Toluene 108-88-3 NC/PCD 300.00 10.7 2.73 535.00
1,2,4-Trichlorobenzene 120-82-1 NC/PCD 9,200.00 2800 4.3 30.00
1,1,1-Trichloroethane 71-55-<i NC/PCD 152.00 5.6 2.5 1,500.00
1, 1,2-Trichloroethane 79-00-5 NC/PCC 56.00 5 2.47 4,500.00
Trichloroethylene (4) 79-01-<i 126.00 10.6
Vanadium 7440-62-2
Vinyl Chloride (5) 75-01-4 NC/PC A 57.00 1.17 1.38 2,670.00
Xylenes (Total) 1330-20-7 NC/PCD 240.00 198.00
Zinc 7440-66-<i NC 47
Notes:
(1) NC = Non carcinogen
PC= Potential Carcinogen
EPA weight of Evidence Rating
n A -Known Human Carcinogen
~ Bl -Probable Human Carcinogen (limited evidence in humans)
m 82 -Probably Human Carcinogen (sufficient evidence in animal studies) ~ C -Possible Human Carcinogen (limited evidence in animal studies)
Gl D -Not Classified (inadequate evidence of carcinogenicity in animal studies)
~ E -No Evidence of Carcinogenicity in Humans (no evidence for carcinogenicity in at least two adequate studies)
~ (2) As reported in the EPA Integrated Risk Information System (IRIS) database, July 1989.
;ii RID: Risk Dose for Non-Carcinogens. Value presented represents the acceptable daily intake (dose) level.
~ CSF: Cancer Slope Factor
(2)
RfD
(mglkgld)
0.30
0.02
0.001
0.004
2.0
0.21
!»(3) BCF: Bioconcentration Factor in Fish; as reported in EPA Superfund Public Health Evaluation Manual (SPHEM); October 1986.
► (4) Carcinogen assessment for Trichloroethylene has been withdrawn from IRIS.
~ Values presented are derived from the SPHEM.
0(5) Vinyl Cloride is not addressed in the IRIS database.
0 Values presented are derived from the SPHEM. ~ m fl>
Page 3of 3
(2)
CSF
1
(mglkgld)
2.30
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bodies adjacent to the site at this low flow condition. The average flow rate of
Tributary B is 512 gpm, yielding a 205-fold dilution factor. This dilution factor
was used to determine potential future tributary concentrations of
carcinogens, as it more closely approximates the mean stream flow conditions
in Tributary B, and assessment of exposure to carcinogens requires a typical
long-term (chronic) analyte concentration be used.
2.1.5 Analvtical Procedures
All environmental field samples were analyzed in
accordance with methods specified in the United States Environmental
Protection Agency document entitled "Test Methods for Evaluating Solid
Waste" (SW-846), Third Edition, September 1986. Duplicate samples were
submitted for confirmatory analysis by Contract Laboratory Program (CLP)
Routine Analytical Services (RAS) protocols at a frequency of one in ten. All
data used in the RI was subject to a data evaluation following guidelines
established in the USEPA documents entitled "Laboratory Data Validation
Functional Guidelines for Evaluating Organics Analyses" and "Laboratory
Data Validation Functional Guidelines for Evaluating Inorganics Analyses" -
hereafter referred to as the "guidelines".
2.2 DATA EVALUATION CONSIDERATIONS
Laboratory reports submitted to CRA by contract
laboratories were examined and evaluated for compliance with the criteria
10
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outlined in the "guidelines" (Table 2.2.1) and the quality assurance/ quality
control procedures outlined in the associated analytical methods. Data which
did not meet the QA/QC requirements were qualified using the USEP A data
qualifiers, summarized on Table 2.2.2.
2.2.1 Analytical Methods
All samples collected for chemical analyses were analyzed
in accordance with the methods listed in Table 2.2.3. The results generated by
these methods are appropriate for use in quantitative risk assessment.
2.2.2 Evaluation of Quantitation Limits
A risk assessment was performed for all Site-related
chemicals of potential concern incorporating three chemical concentration
means:
i) mean of all detects above sample quantitation limits (SQLs);
ii) mean of all detects above SQLs plus non-detects assumed to be present
at half the concentration of the SQL; and
iii) 95th percentile mean of value ii) above.
Sample Quantitation Limit (SQL), in accordance with the
definition stated in the USEP A document "Risk Assessment Guidance for
Superfund -Human health Evaluation Manual, Part A", Interim Final,
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TABLE 2.2.1
SUMMARY OF DATA EVALUATION CRITERIA
JADCO-HUGHES RI/FS
Volatiles and Semivolatiles
• Holding Times
• Instrument Tuning
• Calibration
• Blank Concentrations
• Surrogate Recoveries
• Matrix Spike/Matrix Spike Duplicate
• Field Duplicates
• Internal Standards Performance
• Compound Identification
• Quantitation and Detection Limits
• Tentatively Identified Compounds
Ittorga11ics
• Holding Times
• Calibration
• Blank Concentrations
• Interference Check Samples
• Laboratory Control Sample
• Duplicate Analysis
• Matrix Spike Sample Analysis
• ICP Serial Dilution
• Furnace Atomic Absorption QC
• Sample Result Verification
• Field Duplicates
CONESTOGA-ROVERS & ASSOCIATES
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TABLE 2.2.2
DATA QUALIFIER DEFINITIONS
JADCO-HUGHES RI/FS
-The material was analyzed for, but was not detected. The associated
numerical value is the sample quantitation limit.
-The associated numerical value is an estimated quantity.
-The data are unusable (compound may or may not be present).
Resampling and reanalysis is necessary for verification.
-The material was analyzed for, but was not detected. The sample
quantitation limit is an estimated quantity.
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TABLE 2.2.3
ANALYTICAL PROTOCOLS (1)
JADCO-HUGHES RI/FS
Matrix Parameter Extraction (2) Analysis(2)
8240
8270
8080
Groundwater/
Surface Water
TCL VOCs
TCL BNAs
5030
3510/3520
3510/3520
3010/3020
TCL Pesticide/PCBs
TAL Metals(3) 6010/7000
senes
Soils/Sediment
Cyanide
TCL voes
TCL BNAs
5030
3540/3550
3540/3550
3040/3050
9010
8240
8270
8080
Notes:
(1)
(2)
(3)
TCL Pesticide/PCBs
TAL Metals(3)
Cyanide
6010/7000
series
9010
10% of all samples collected will be analyzed by CLP RAS protocols as
outlined in:
Organics: USEPA CLP Statement of Work for Organics Analyses. 10/86 -
Revision 8/87.
Inorganics: USEPA CLP Statement of Work for Inorganics Analyses. SOW
787 -Revision 12/87.
Methods are from:
USEPA SW846 "Test Methods for Evaluating Solid Waste. Physical Chemical
Methods." Third Edition. September 1986.
Methods for TAL Metals may also be taken from US EPA 600 / 4-79-02
"Methods for Chemical Analysis of Water and Wastes", March 1983.
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(September 1989), is taken to mean the lowest level at which a chemical may
be accurately and reproducibly quantitated.
SQLs take into account sample preparation, analytical
adjustments and matrix effects, and are the most relevant quantitation limits
for evaluating non-detected chemicals. The risk assessment, which uses the
three aforementioned chemical means, provides a measure of risk at varying
degrees of conservatism.
2.2.3 Evaluation of Qualified and Coded Data
The analytical data which the risk assessment is based
upon included laboratory qualifiers as well as data validation qualifiers. In
the event that laboratory and data validation qualifiers proved to be
contradictory, laboratory qualifiers were ignored. All qualified data were
incorporated into the risk assessment process with the exception of analytical
results qualified as R (unusable) by data validation criteria. It is to be noted
that measurements that could be attributed, in part, to laboratory
contamination were used in the risk assessment as reported.
2.2.4 Chemicals in Blanks
Analytical data for all blanks (trip, field, bottle and rinsate)
were examined by CRA data validation procedures, and sample results were
qualified according to the aforementioned "guidelines".
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2.3 QA/QC METHODS
2.3.1 Field QA/QC
The objective of the remedial investigation (RI) was to
collect data to determine the extent of chemical contamination, and also to
perform a risk assessment. All analytical reports were assessed and validated
by CRA's quality assurance/ quality control (QA/QC) officer based upon the
quality control criteria noted herein.
To assess the quality of data resulting from the field
sampling program, field duplicate samples, rinsate blanks (a sample prepared
by pouring deionized water over sampling equipment), trip blanks, samples
for matrix spiking purposes, field blanks and solvent blanks were submitted
to the contract laboratory.
Rinsate blank samples, field (or bottle) blanks, and solvent
blanks were analyzed as a means of evaluating procedural contamination
and/or sample container contamination at the Site. Field duplicate samples
were analyzed as a check on both field sampling and laboratory precision, and
trip blanks were included with each shipping container that contained
samples for volatile organic compound (VOC) analyses, as a means of
evaluating cross-contamination during transportation of field samples.
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3.0 EXPOSURE ASSESSMENT
The term "conservative" as used throughout the risk
assessment implies that the assumptions or estimated values are biased in the
direction of being health protective .
3.1 EXPOSURE SETTING
Contaminated surface sediment/ soil presents a potential
exposure setting. Figure 1.10 presents the PCB concentrations in surface
sediment/soil within the southeast swale area. This area is located on Site in
a low lying area which represents a swale to promote surface drainage. The
Site is currently not used. Access to the Site is partially restricted by the
existing fence and heavily wooded area which surrounds the Site to the south
and east. However, portions of the fence are missing.
Contaminated subsurface soil is situated on Site
predominantly within the on-Site landfill. This area is shown on Figures 1.8
and 1.9. Soil within this area is not exposed at surface.
Contaminated groundwater is also present predominantly
within the Site boundaries, as shown on Figures 1.11 through 1.14. On-Site
groundwater is not used as a water supply.
Potential future exposure routes associated with the
migration of groundwater include off-Site groundwater and surface water.
14
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Current off-Site groundwater use was characterized in the RI and is
reproduced herein by the following Tables and Figures:
• Table 3.1.1 presents residential well information for an area within
1,000 feet north of the Site as located on Figure 3.1. Each of the residents
· has access to municipal water supply in addition to private wells.
• Table 3.1.2 presents a summary of water supplies within a 1 / 4-mile radius
of the Site as located on Figure 3.2.
• Table 3.1.3 presents a summary of water supplies within a 2-mile radius of
the Site as located on Figure 3.2.
Current off-Site surface water use is represented by
municipal water and private water intakes from the Catawba River. The only
downstream raw water supply subsequently used for drinking water is the
City of Belmont's water intake located on Figure 3.3. Tributaries A and B,
located in the immediate Site vicinity, are not used for water supply or
fishing.
3.2 POTENTIAL EXPOSURE PATHWAYS
Table 3.2.1 presents the potential scenarios of chemical
release. Table 3.2.2 presents a summary of potential exposure pathways.
15
CONESTOGA-ROVERS & ASSOCIATES
I!!!!!!! iiiil -- ----
99 C.i~on Stred
JOO Ca:.on Stn.'Ct
IOI Cason Strccl
102 Cason Street
!OJ Cason Street
104 C.:i~m Street
105 Cason Stn.-cl
106 Ca:<>on Street
107 C.Json Strt.'Ct
108 C.1son Street
1111 C.1:.on Street
Chl•rry Street
301-.307 Cherry St.
# 011
R.cf••r,•11ce
Ma,,
7
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2
3
r,308 Cherry Street 4
C.3110 C.:ison Str1•ct
~800 Cherry Stn.-ct 6
(j,719 Cherry StrL'Ct ctn Clc.i.rwatcr L.1kc lfo,11I
c:.329 Clc.irw.ikr Like RuaJ S
;t:602 Cherry StrL'Cl
:i,t.OO Cherry Street
C601 Cherry Street < m :JJ (J)
)>
/'lru11e M
827-1•129
827-2192
827-9460
827-5616
826-1106
827-8524
827--8514
827-8677
827-7545
827-9895
827-5215
Not Interviewed
704-183-5615
827-Jl,98
827-8876
827-1136
827-2087
822-6.SOS
827-6197
827-1684
Not Interviewed
827-5019
U: Wdl has nut be12n 1bed for nine to twelve months
Owner'3 Num.:
Fr.incb M ... 'Cumhcc
Claude Starnes
Clifton Morton
M.uy Clipp.ml (Res)
Clyde I lclms
ChJrlcs Owens
Warren Rhinchcrt
Su~n MJuldin
CJrolina Machine Works
(c/oW.Jarchow)
P,u1I Jones
Mr. VJuse
Tony H<1yes
Ann Carpenter
Franco Dale
Ms. Pettus
L.irry Simmons
Pauline Dees
Mr. Sipe
Larry Simmons
Mr. D,1lc provided infor.
I liram II.ill
iN /A.: infurmation not '.IVdil.~bh! . C'! ,\) t.,,r1\,H'h!ll afkr r12s1dl!llll.d s,1rnphni-; nu111tl w,1s c,,rnpll'kd -not s,unph:,I.
~ m
TA HI.I: 3.1.l
n1:s1DENTIAI. WEI.I. SUit VEY
RESULTS WITIIIN IOOO FEET OF SITE
JADCO-IIUGIIES HllfS
Cun Su mph· N111n'1er of
Wt'II? Well Ct111nedio11s
Yes IA!
Yes Yes
Yes (Al
No
No
Yes Yes
Yes• Yes
No
Yes Yes
No
Nu
No
Yes Not in Use 5
Yes Yes
Nu
Yes YL~
No
No
Yes Yt!S
No
No
No
l!!!!!I! == ;;;;a fiiiil --
Diameter
l'opulutio11 D,plh (fl) (in.) (Ye11rs) Ty1•e Use
2 unknown unknown N/A N/A Domestic
2 unknown unknown 43 dug Domestic
4 6ll unknown 23 bored Domestic
2 70 approx. 30 approx. 49 dug Domestic
N/A 45 6 27 bored
35 350 unknown unknown drilled Industrial
2 33 approx. 3() >10 dug Domestic
2 unknown 16 ~ollr bored Domestic
2 67 16 >40 bored Domestic
----- - - - - - - --1111! mi= =a !al --
= ~
~' ~,-~ -~
figure 3.1
RESIDENTIAL WELL SURVEY AREA
JAOCO -HUGHES SITE
Gaston County, North Carolina
--
0 50 100ft
eH=~;.;i,I =~• .I.PP~OXIIUU
illill:!O.
I. CLAUDE STARNES
100 CASON STREET
2. CHARLES O'M:NS 104 CASON STREET
J. CAROLINA MACHINE WORKS
107 CASON STREET
♦. ANN CARPENT[R
J08 CHERRY STREET
5.MR. SIPE
329 CLEAR WA 1ER LAKE ROAD
6. I.IS. PErrus
800 OiERRY STREET
7. FRANCIS McOJldBEE
99 CASON STREET
B. runON MORTON
101 CASON STREET
.0
CAA
2427 · 20/02/90·10·0
R
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2427-15 02 90-10-0 -------
QUAOAANGlE LOCATION
LEGEND
8 wru.
figure 3.2
2 MILE WELL SURVEY AREA:
JADCO -HUGHES SITE
Gaston County, North Carolina
0 1000· 2000'
kt•-I
SCALE 1•24000
. "'--'-::, ... ·_;.,; '------'CY.~~f, ,,,.,.,,,,,. EM I CAL• .~.
• . • _ _. ~" ,..,. •J __ ,..,.,..,._ KE ·) 'las ~--·=~ ,_ ~~
,-,~ I ,jj1/l'iij
• I
I ' r" ) ~--'1/ I . =:,1
I . //~= " . . -:-1
. . --.
SOURCE• MOUNT HOLLY, N,C. 1•24000 QUAD.
CRA
2427-15/02/90-10-0
---· ((;'.;.
, . -// ~
,/.....,_ \...
' ,y a \ t_;;;A~~ ,-, J . r/1/~ \; .. ~-. i/\'~-
,,,,,J'J.'J ;=;;1,,o',, ', , I \.._ RS>;,i /. II) -•Z'\• , ~• /"__J ©~ ;·, : · ~.'.._,. ,-:c,
--------. "
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' ·~ ,' tl"I,'!'~ :'I,', ... _. . ·r:;1 i'
PIPELIN -(
CITY OF BELMONT'S i
WATER INTAKE
( 3000' DOWN STREAM
WEST BANK) •
• lo' --\.., ' .
160 · _ \J'.
" :, ': ~-~ \\J .. • -
_\\-/ . :f
figure 3.3
WATER INTAKE LOCATIONS
JADCO -HUGHES SITE
Gaston County, North Carolina
-----
Figure 3.1
System Name/ Reference
Owner Number
Carolina Mach. Works 3
John Mulor
Claude W. Starnes 1
Clyde Helms•
Charles Owens 2
Warren Rhinehart"
Textile Sales and Repair ..
8Francis McCumbee 7 z m
~Clifton Morton 8
0
Gl
)> .
:D 0 < m
:D
- - - - ----------
System
Type
comm
res
res
res
res
res
comm
res
res
TABLE 3.1.2
WELL SUPPLIES WITHIN A 1/4 MILE RADIUS OF THE SITE
JADCO-HUGHES RUFS
Well Data Approx.
Reference Radial
No. Number Dept/1 Yield Distance
Conn. Pop. (Figure 5.2) (ft.) (gpm) (mi.)
1 35 3c 350 15 0.13
NA NA 2r 385 3.5 0.188
1 2 35r / r-2 NA NA 0.2
1 2 36r 48 NA 0.2
1 2 20r / r-3 70 NA 0.22
NA NA NA 45 NA NA
1 NA NA NA NA 0.1
1 2 N/A N/A N/A 0.2
1 4 N/A 60 NIA 0.2
Well
Construction
Quadrant Record
LocaHon Available
NW y
SW y
NE y
NE y
NE y
NE y
SW N
NW N
NW N
(/1. Known to be connected to municipal water -well not functioning II>,.
l> Used for warehouse washroom
VNA '" Not Available
0 n
~ m (/)
------ -- --- -- - ----
TABLE3.13 Page 1 of 4
WELL SUPPLIES WITIIIN A 2 MILE RADIUS OF THE SITE
JADCO-HUGHES RI/FS
Well
Average Construction
System Name I System No. Usage Well Data Approx. Distance Quadrant Record
Owner Type Conn. Pop. (gdp x 1000) We/1#/Ref.# Depth (ft. BGS) Yield (gpm) from Site (mi.) Location Available
1 Textile Sales and Repair comm 0.1 NE N
2 Francis McCumbee res 0.2 NE N
3 Clifton Morton res 0.2 NE N
4 Claude W. Starnes res 35r / r-2 0.2 NE y
5 Clyde Helms res 36r 48 0.2 NE y
6 Charles Owens res 20r / r-3 70 0.22 NE y
7 Tony Hayes res 5 0.26 NE N
8 Anne Carpenter res 1 2 33 0.26 NE N
9 Ms. Pettus res 1 2 0.26 NE N
10 Mr. Sipe res 1 2 67 0.26 NE N
11 Perfection Mill comm 87 348 S4.8 284 50 0.67 NE N
12 Perfection Mill comm 87 348 54.8 425 55 0.67 NE N
13 Dotson Trailer Park comm 50 200 20 NE N
14 Dotson Trailer Park comm 50 200 20 NE N
15· Dotson Trailer Park comm 50 200 20 NE N
16 Carolina Mach. Works comm 1 35 3c 350 15 0.13 NW y
17 Warren Rhinehart res 45 NE N
18 O'Daniels res 6 24 2.4 0.29 NW N
"19 Quentin Bell res 6r 200 15 0.375 NW y 0 220 Carpenter res 8 30 3.2 0.63 NW N
!}'21 Linford Mills comm 82 328 52.8 510 45 0.67 NW N
-22 C; Linford Mills comm 82 328 52.8 535 45 0.67 NW N
G'23 Linford Mills comm 82 328 52.8 Back-up 0.67 NW N
l;24 Rein Apartments comm 12 48 4.8 0.67 NW N
e25 Ned McMillian res 19r 185 7 0.8 NW y
""26 n, Talmadge F. Teno res 28r 145 6 0.9 NW y
'327 Ron Fea therton res 25r 305 3 1.1 NW y
(/'28 Bob Drury res 27r 125 30 1.2 NW y
s,-29 Jeff Ferguson res 30r 155 10 1.2 NW y
~30 Kathryn Harton res 26r 275 15 1.2 NW y CJ' U-31 C Ken Robberson res 31r 280 3 1.2 NW y
(32 Mike Ferguson res 32r 200 15 1.2 NW y
~ m CJ')
iiii .. -- - --- -- -------
TABLE 3.1.3 Page 2 of 4
WELL SUPPLIES WITHIN A 2 MILE RADIUS OF THE SITE
JADCO-HUGHES RI/FS
Well
Average Construction
System Name I System No. Usage Well Data Approx. Distance Quadrant Record
Owner Type Conn. Pop. (gdp X 1000) Well#/Ref.# Depth (ft. BGS) Yield (gpm) from Site (mi.) Location Available
33 Dixon Properties comm 7c I q-3 145 61 1.25 NW y
34 Dixon Properties comm & I 9-1 165 46 1.25 NW y
35 Dixon Properties comm 9c I q-2 365 4 1.25 NW y
36 Henry Thompson res· Jr 145 15 1.25 NW N
37 Mrs. Lee res 24r / n-4 305 4 15 NW y
38 Carl Lee Freshour comm llc / n-2 205 50 1.75 NW y
39 Larry Cloninger comm 23c I o-2 225 25 1.8 NW y
40 Lee Daire comm JOc / o-1 165 20 1.8 NW y
41 Carl Lee Freshour comm 21c I n-3 285 60 1.9 NW y
42 Boyd Grindstaff comm 12c/n-1 165 15 2.1 NW y
43 Baker Trailer Park res 8 24 3.2 NW N
44 Country Village comm 12 48 4.8 NW N
45 Dogwood Trailer Park comm 50 200 20.0 205 48 NW N
46 Dogwood Trailer Park comm 50 200 20.0 NW N
47 East Gaston Trailer Pk. comm 40 160 16.0 35 NW N
48 Forest Acres comm 30 120 12.0 145 70 NW N
49 Forest Acres comm 30 120 12.0 165 50 NW N
50 Hickory Village comm 80 240 3.2 NW N
251 Holly Acres comm 24 98 9.6 90 20 NW N
z52 Holly Acres comm 24 98 9.6 175 50 NW N m u,53 Holly Faye Trailer Pk. comm 30 120 12.0 25 NW N
~54 Spencer Trailer Park comm 9 36 3.6 JO NW N
~55 Toomey Trailer Park comm 18 60 7.2 NW N
~56 Town & Country res 8 24 3.2 NW N
~57 Tumcrtown Trailer Park comm 44 176 17.6 100 20 NW N
<53 rr. Venh Trailer Park comm 15 60 6.0 NW N
:X59 IJ, Harry Suddreth comm 22c / s-1 225 50 05 SE y
r,.60 Hooper res 6 24 2.4 0.79 SE N
)>61 Swag Knit comm 13c 400 30 1.5 SE y
U62 Piedmont Food System comm 34c / v-1 260 10 1.9 SE y
t;J)
0 0
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;;a iliii iiiii iiilll fiiiit -- - ------
TABLE3.13 Page 3 of 4
WELL SUPPLIES WITHIN A 2 MILE RADIUS OF THE SITE
)AI)CO-HUGHES RUFS
Well
Averi:ige Construction
System Name I System No. Usage Well Data Approx. Distance Quadrant Record
Owner Type Conn. Pop. (gdp x 1000) Well#/Ref.# Depth (ft. BGS) Yield (gpm) from Site (mi.) Location Available
63 Adams Restaurant comm 5 35 SE N
64 Belmont Motel comm 1 30 SE N
65 Brown (2077) Trailer Pk. res 8 24 3.2 SE N
66 McKee Trailer Park comm 18 60 7.2 SE N
67 SR 2057 Trailer Pk. res 5 20 2.0 SE N
68 Wright Trailer Pk. res 9 24 3.6 SE N
69 John Mulor res 2r 385 35 0.188 SW y
70 Acme Spinning cpmm 158 632 83.2 248 25 0.33 SW N
71 Acme Spinning comm 158 632 83.2 250 40 0.33 SW N
72 Acme Spinning comm 158 632 83.2 300 85 0.33 SW N
73 Acme Spinning comm 158 632 83.2 350 80 0.33 SW N
74 Acme Spinning comm 158 632 83.2 1200 85 0.33 SW N
75 Hinson res 5 20 2 0.38 SW N
76 Steve Price res Sr 200 2.2 0.5 SW y
77 Paul Soloman res 17r 325 20 0.62 SW y
78 Stowe Spinning comm 110 440 64.0 650 90 0.67 SW N
79 Stowe Spinning comm 110 440 64.0 1060 60 0.67 SW N
80 Stowe Spinning comm 110 440 64.0 1100 100 0.67 SW N
881 Stowe Spinning comm 110 440 64.0 1200 200 0.67 SW N
z32 Stroup Food Town comm 3 0.67 SW N m a,33 Wall Complex comm 8 24 3.2 0.67 SW N
C84 Belmont Abbey College comm 1 950 Back-up 340 115 1 SW N
G:35 R. C. Ball 33 I q-5 200 20 I.I SW y > ±,86 Knitcraft Inc. comm 1& 610 100 1.4 SW y
C87 Stowe Mills comm 16c 750 35 1.9 SW y
<88 " Price Hand res 14r 205 25 2 SW y
:r39 Price Hand res lSr /d-1 205 25 2 SW y II, ~o Beechbrook Subd. comm 40 160 16.0 240 15 SW N
:i,91 Becchbrook Subd. comm 40 160 16.0 400 60 SW N
1192 Bcechbrook Subd. comm 40 160 16.0 (Back-up) SW N (J)
0 n ~ m I.fl
== liiiii .. iiiiil
-iliii - - - - - -- ---
System Name I System No.
TABLE 3.1.3
WELL SUPPLIES WITHIN A 2 MILE RADIUS OF THE SITE
JADCO-HUGHES RI/FS
Average
Usage Well Data
Owner Type Conn. Pop. (gdp x 1000) Well#/Ref.# Depth (ft. BGS) Yield (gpm)
93 Bell Stone #1 res 6 24 2.4
94 Bell Stone #2 res 6 24 2.4
95 Bell Stone #3 res 6 24 2.4
96 Byrd Water System res 8 34 3.2
97 Drury Trailer Park #1 res 6 24 2.4
98 Drury Trailer Park #2 res 6 24 2.4
99 Duncan comm 12 48 4.8
100 Fred Rankin W.S. res 8 24 3.2
101 Leonard Laye W.S. res 6 24 2.4
102 Peach Orchard comm 18 60 7.2
103 Pharr Yarn res 5 20 2.0
104 Rankin Hill #1 res 9 24 3.6
105 Rankin Hill #2 res 9 24 3.6
106 Rankin Springwood comm 16 60 6.4
107 South Fork Mill comm 1
108 Thomas Water System res 8 24 3.2
0 0 z m {/l
-i 0 Cl l>
Wells listed as in quadrant NE or NW are potentially downgradicnt of the Site.
I3CS -Below Ground Surface.
Missing data were not nvailable from \vcll records.
126
370 55
Approx. Dist,mce
from Site (mi.)
Quadrant
Location
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
Page 4 of 4
Well
Construction
Record
Available
N
N
N
N
N
N
N
N
N
N
y
N
N
N
N
N
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Receiving Medium
Air
Surface Water
Groundwater
TABLE3.21
CHEMICAL RELEASE SOURCE ANALYSIS
JADCO-HUGHES RI/FS
Release Mechanism Release Source
Volatilization Groundwater
Surface Water
Surface Soil
Surface Sediment
Airborne Particulates Surface Sediment
(dirt)
Groundwater Discharge Groundwater
Surface Drainage Surface Sediment
(Runoff)
Leaching Subsurface Soil
Release Probability
and Amount
0% probability
100% probability of
negligible concentrations
0% probability
100% probability of
negligible amounts
100% probability of low
amounts
100% probability of
significant amounts
100% probability of low
amounts
100% probability of
significant amounts
CONESTOGA-ROVERS .& ASSOCIATES
(')
0 z m a G)
l> • :a 0 < m
:rJ (/)
IP
l> (/)
(/)
0
(')
!'; m (/)
Source
Surface Water
Surface Sediment
Groundwater
Subsurface Soil
Receiving Medium
Air
Air
Air
Surface Water
Surface Water
Groundwater
Air
Surface Soil
- - - -
TABLE3.2.2
POTENTIAL EXPOSURE PATHWAYS
JADCO-HUGHES RI/FS
Release Mechanism Exposure Point
Volatilization Tributaries A and B;
Fites Creek
Airborne Particulates (dust) South-East Portion of Site (Swale)
Volatilization
Surface Drainage (runoff)
Groundwater Discharge
Groundwater Migration
Volatilization following
Site excavation
(Hypothetical scenario)
Site Exca va lion
(Hypothetical scenario)
South-East Portion of Site (Swale)
Tributary A; Files Creek
Tributaries A and B;
Fites Creek
Downgradient Residential
Groundwater Uses
Surface Soil on Site
Surface Soil on Site.
Typical normal human exposure to soil
under residential scenario (dermal, oral,
inhalation contact)
Potentially
Complete Pathway
Yes No
X
X
X
X
X
X
X
X
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3.2.1 Air Pathway
An analysis of the various pathways for chemical
migration into air indicates that air is not a significant receptor of potential
contamination.
Volatilization of contaminants into air from groundwater
is considered improbable since contaminated groundwater is subsurface and
not exposed to the atmosphere.
Surface soils which were formerly contaminated by voes
were excavated, consolidated and covered in the on-Site landfill. It is
assumed, therefore, that residual soils have low levels, if any, of voes given
that surface soil has been weathered by more than 10 years of atmospheric
exposure. As such, volatilization of contaminants from surface soil is
considered negligible.
Surface sediments are contaminated by PeBs which are
non-volatile. Hence, it is improbable that surface sediment would cause an
air quality concern due to volatilization.
voes present within surface water are present at dilute
concentrations generally below 50 µg/L. Although future concentrations
could increase, these concentrations do not represent a significant potential to
volatilize into the atmosphere in appreciable concentrations.
16 CONESTOGA-ROVERS & ASSOCIATES
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Exposure from inhalation of contaminant vapors
originating from the surface water may potentially occur, however, the effects
of the inhalation of VOC vapors following volatilization from the surface
water bodies of downgradient of the Site were seen to be negligible in
comparison with the conservative assumptions of substantial exposure by use
of Tributary B as a drinking water source. The inhalation pathway was
therefore not evaluated.
The sole potential air quality impact is associated with the
dust releases from the southeast swale. This area is on-Site in an area of high
surface moisture. Hence, the amount of release is considered low and
localized. Hence, this potential pathway is considered complete with a
probability of low release amounts.
3.2.2 Surface Water Pathway
Contaminated groundwater is known to discharge to
surface water. The pathway is considered complete with the future potential
of significant release amounts.
Potential future surface water contaminant concentrations
of non-carcinogens in Tributary B were estimated by applying an approximate
55-fold dilution factor associated with the low flow condition (7Q10) to
current mean on-Site groundwater analyte concentrations, as described in
Section 2.1.4. Similarly, carcinogen concentrations were divided by a 205-fold
17 CONESTOGA-ROVERS & ASSOCIATES
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dilution factor. Section 3.3.2 describes the methods used in estimation of
chemical intakes.
Site drainage to Tributaries A and B is considered a
complete pathway. However, there is little evidence that a significant release
of contamination to surface water has occurred to date, based on the RI
findings.
3.2.3 Groundwater Pathway
Contaminated groundwater is leaching from
contaminated soil and migrates slowly at rates of 8 to 14 feet/year in a
northeasterly direction. Should this groundwater not fully discharge to
surface water, it may reach downgradient residential groundwater users. Each
downgradient residence within 1,000 feet of the Site is provided with a
municipal water connection.
3.2.4 Direct Contact
At present, direct contact with PCB contaminated surface
soil is possible should people gain unauthorized access to the Site. Future
contact with subsurface contaminated soil would occur in the unlikely event
that the Site were regraded, exposing contaminated soil at surface which may
potentially remain uncovered.
18
CONESTOGA-ROVERS & ASSOCIATES
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Although the exposure scenarios for direct contact with
soil are unlikely, they are considered complete and are evaluated.
3.3 QUANTIFICATION OF EXPOSURE
3.3.1 Exposure Concentrations
The computerized data base was used to calculate the
mean values for the chemical concentrations in the media of concern in the
exposure pathways that were determined to be complete or potentially
complete. As shown on Table 3.2.2, th_e exposure pathways which were
determined to be potentially complete and worthy of evaluation in detail are:
• groundwater migration off-Site to existing or potential residential wells
and subsequent use as potable water,
• groundwater migration and discharge into Tributaries A and B and
subsequent use of the stream for recreation, and
• direct contact with contaminated surface soil, present surface sediments, or
contaminated subsurface soil which may potentially be brought to the
surface in future construction activities on the Site.
19
CONESTOGA-ROVERS & ASSOCIATES
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3.3.2 Estimation of Chemical Intakes
Groundwater
Potential receptors of contaminated groundwater
currently exist north of the Site. The scenarios of residential exposure to
contaminated groundwater via use of groundwater as a drinking water source
and for bathing were used to evaluate the cases of:
• Current use of groundwater at downgradient residences. Analyte levels in
five residential wells were used to establish a typical current groundwater
profile.
• Potential future use of groundwater at residences downgradient of the
Site, in the absence of any remedial measures. In this case, current on-Site
groundwater contaminant levels were used to establish a potential future
groundwater profile at the residences north of the Site. This implies no
discharge to intermediate surface water bodies (Tributaries A and B), no
attenuation of contaminants by subsurface soils, and no dilution of
contaminants by horizontal or vertical mixing within the contaminated
zone; all of which are conservative assumptions. This is a hypothetical
scenario.
The health effects due to the potential future migration of
current on-Site groundwater were assessed by initially generating a range of
potential chemical intakes .
20
CONESTOGA-ROVERS & ASSOCIATES
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First, a range of potential contaminant levels in
groundwater was determined for each compound by calculating three
separate values based upon on-Site groundwater analysis results.
The "Reasonable Maximum Exposure" or "RME" mean
was determined by an arithmetic averaging of the analyte-specific
concentrations present above the sample quantitation limit in the sample of
concern. "Non-detects" for a. potential contaminant were not included in any
way in the calculation of the RME compound concentration.· As the RME
represents only the "mean of detects" on Site, it represents the upper bound
average analyte concentration which may potentially exist orr Site. The RME
therefore characterizes the Site in a most conservative manner.
The "mean" analyte concentration was calculated as an
arithmetic average of detects and non-detects alike; non-detects being
included in the calculation at a value equal to one-half of the sample
quantitation limit. This mean analyte concentration represents the analyte
concentration which is probably closest to the actual mean analyte
concentration which presently exists on Site.
The third mean, the "9Sth percentile mean", is a
statistically derived number representing the analyte-specific concentration
below which one may be 95 percent certain that the true mean of the given
analyte lies. Samples which were "non-detect" for a potential contaminant
were included in the calculation of this average at a value equal to one-half of
the sample quantitation limit.
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CONESTOGA-ROVERS & ASSOCIATES
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Th'e three values described above were then placed in
order of increasing levels of conservatism, i.e.
• mean analyte concentration (Level 1)
• 95th percentile mean (Level 2)
• RME mean (Level 3)
and used in the calculation of potential additional lifetime cancer risk due to
Site exposure.
In addition to using three means to estimate the average
level of groundwater contamination, the scenarios under which human
exposure was assessed were also varied. Therefore, the most likely (Level 1)
scenario for exposure utilized the "most likely" or "mean" (Level 1) analyte
concentration to yield the most likely (Level 1) risk due to Site exposure.
similarly, Level 2 and Level 3 exposures (increasingly conservative) were
calculated using 95th percentile and RME means respectively, as well as
increasingly conservative exposure assumptions.
For example, as shown in Appendix A, the most probable
(Level 1) scenario for residential groundwater use assumes a daily intake of
1.4 L of groundwater per day. However, the mean ingestion rate for drinking
water and drinking water based foods is about 1.0 to 1.1 liters/day (USEPA,
Exposure Factors Handbook, March 1989). The assumption used in the
Level 1 scenario is therefore conservative. Level 2 and 3 scenarios each
assume groundwater consumption of 2.0 L per day, which is an absolute
maximum level of potential groundwater exposure.
22
CONESTOGA-ROVERS & ASSOCIATES
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The fact that a series of three means was used in the
calculation of ris.k estimates for exposure to water is stated at the top of each
page of calculations.
The method of risk calculation described above serves to
produce three separate estimates of potential chemical intake, which
represent the range within which the actual potential site impact lies.
Due to the absence of a large data set, the mean, 95th
percentile and RME means were not calculated in the evaluation of current
groundwater use at downgradient residences. Rather, values corresponding
to the mean, RME and maximum concentration detected were used to
produce three separate estimates of potential chemical intake.
Potential pathways of exposure include ingestion of
contaminants present in drinking water, and exposure to contaminants while
showering or bathing. Exposure assumptions are described in Appendix A .
Surface Water
Groundwater contaminated by Site-related compounds
may potentially discharge to surface at Tributaries A and B north of the Site.
The potential future surface water concentrations of non-carcinogens was
assessed by considering the worst case, namely complete discharge of
groundwater to the tributaries (i.e. no groundwater flow past the tributaries),
and the tributaries flowing at the 7Q10 flow rate (the lowest 7 day-average
flowrate occurring over a 10 year period). This assessment addresses the
23
CONESTOGA-ROVERS & ASSOCIATES
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worst potential scenario for contaminant concentrations in the creek. Mean,
95th percentile mean and RME values for on-Site groundwater contaminant
concentration, as. described above, were used here. Due to the estimated
2.5 gpm discharge rate of groundwater into the tributaries (as presented in
Section 7.4 of the RI), as compared to the 138 gpm 7QIO flow rate of the
combined tributaries, the dilution factor applied to current groundwater
contaminant concentrations to estimate further surface water contaminant
concentration was 138/2.5 or approximately 55.
Potential future exposure to Site-related carcinogens in
surface water was assessed by considering a more probable flow rate (as
opposed to the 7Q10 flow rate used for the non-carcinogen assessment), since
potential additional lifetime cancer risk must be assessed by considering
probable levels of long-term chemical intake. For this reason, the Q value of
512 gpm was used in determining the appropriate dilution factor.
Once potential surface water concentrations of carcinogens
and non-carcinogens were determined, potential chemical intakes were
assessed by considering exposure to surface water by recreational activity.
Assumptions of the scenarios used are listed in Appendix A.
Surface Sediments/Soils
Surface sediments/ soils in the southeast swale area were
assessed by current exposure to people trespassing onto the Site and by
considering future potential exposure to a Construction Worker, as described
24
CONESTOGA-ROVERS & ASSOCIATES
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in Appendix A. Mean, 95th percentile and RME levels for surface
sediments/soils contamination were used, as presented in Table 5.2.4.
Subsurface Soils
Future potential exposure to subsurface soil was assessed
by considering potential chemical intakes which may result under the
Construction Worker scenario, as described in Appendix A.
3.4 IDENTIFICATION OF UNCERTAINTIES
3.4.1 Current and Future Land Use
The future use of the Site is undefined. Use of the site for
residential development or a park area is unlikely since the Site was
previously used as an industrial Site and is in an area of commercial and/or
industrial use. The Site could be used as an industrial or commercial Site.
Hence, the potential for exposure exists for a construction worker during
excavation activities.
3.4.2 Environmental Sampling
The sampling program and the data handling also biases
the results in a conservative (health protective) direction. The sampling is
not at random but focuses on the areas of contamination in order to define
the quantitative and qualitative nature of the contamination as well as the
25
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distribution. Much of this data is of primary importance for remedial
planning but overstates the contaminant levels and leads to conservative
health assessments.
3.4.3 Exposure Pathways Evaluated
All the potential pathways which would result in
measurable exposures were evaluated.
Given the availability of a municipal water supply, it is
unlikely that groundwater or surface water at the Site or near the Site would
be used as a drinking water source.
3.4.4 Fate and Transport Modeling
For the assessment of downgradient wells and for
discharge into the creek, the groundwater plume is assumed to move as an
un-varying unit into the off-Site areas. This ignores:
• infiltration and mixing with uncontaminated water,
• dispersion in either lateral or vertical direction, and
• degradation of the chemicals in either the groundwater or in the surface
water.
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3.4.5 Parameter Values
The parameter values are conservative due to the
following:
• these conservative parameters are developed from the cancer potency
factor (also termed "Cancer Slope Factor") which are inherently
conservative, and
• each individual parameter value is conservative, hence the total
parameter value is the product of the individual conservative parameter
values.
3.5 SUMMARY OF EXPOSURE ASSESSMENT
· The Jadco-Hughes Site is currently vacant. Exposure to
contaminated surface soil could occur in the unlikely event that a person
trespasses onto the Site. The Site will likely be zoned for future industrial or
commercial use. Hence, contaminated subsurface soil may be contacted
during excavation for construction.
Exposure to contaminated water was calculated based
upon the scenarios of:
• 100% groundwater discharge to surface water downgradient, and contact
with contaminated water by recreational activity, and
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• 0% groundwater dilution, and 0% discharge to surface water, followed by
full use of groundwater as a residential potable water supply.
In reality, neither of these conditions will exist alone, but
rather as a combi.nation of the two or solely a surface water discharge.
However, evaluation of these scenarios as described serves to yield a "worst
possible case" scenario.
The data used to assess the Site also tends to bias the
results in a· conservative or health protective direction in that the sampling of
media on Site was designed to focus upon and define areas of contamination.
Therefore, "average" values generated will tend to overestimate contaminant
concentrations.
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4.0 TOXICITY ASSESSMENT
The toxicity information which was necessary to conduct
this health assessment is summarized in Table 2.1.6. This table presents the
Cancer Slope Factor (CSF) for each carcinogen. The CSF represents the
carcinogenic potency for a chemical and when multiplied by the mean
lifetime dose (equivalent to the Chronic Daily Intake (CDI), with units of mg
chemical per kg body mass per day) of the chemical it provides a calculated
estimate of the potential lifetime risk of cancer due to exposure to the
chemical at the CDI level. For cancer risk calculations, it is important to
remember that all doses relate to the average daily dose for the entire lifetime
(70 years).
The reference dose (RfD) presented for each chemical
represents the dose level which would not be expected to cause adverse effects
for a lifetime exposure. The hazard index is represented by CDI/RfD. When
the hazard index approaches unity or one (1), the exposure level is
approaching the level or concern for that chemical. For developing the
hazard level for a chemical, lifetime dose is not necessary. Exposure of
6 months to a year would be considered a chronic exposure. The hazard
indices in this assessment were based on the maximum average daily
exposure for any one year.-This is a conservative approach and any hazard
indices which exceed unity or one (1) should be considered with the
conservative nature of the assessment.
Chemicals which did not have IRIS (EPA's IRIS database)
or SPHEM (Superfund Public Health Evaluation Manual) designated CSFs or
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Rills included Aluminium, Arsenic and Barium. These chemicals were not
frequently detected at the Site, would not be as mobile as the more prevalent
VOCs, and are not considered to be major chemicals of concern. Inclusion of
these chemicals would not materially impact the final risk or hazard values
and therefore would not alter the conclusions drawn from these values.
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5.0 RISK CHARACTERIZATION
5.1 DATA ASSESSMENT
Present and potential future risks to human health were
estimated based upon the potential exposure pathways presented in
Table 3.2.2.
In calculating Chronic Daily Intake (CDI) of Site-related
chemicals, a series of means was generated (as described in Section 3.3.2)
wherever possible. In order of increasing conservatism (ordered from most
likely to most conservative), these means were determined for on-Site
groundwater as:
Mean (of all values; non-detects = half of Sample Quantitation Limited)
95th Percentile Mean
RME (mean of detects)
Thus, scenarios in which Site-related groundwater values
were used were evaluated using these means. Data representing present day
residential wells were assessed by considering:
Mean (ND = 1 /2 DL)
RME
Maximum Value rated in order to generate estimates of Chronic Daily
Intake (CDI).
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In the analysis of potential health effects due to exposure
to Site related soils, the arithmetic mean soil analyte concentration (as
determined in the RI) for each compound was used, and a risk range
developed due to increasingly conservative assumptions in the three
exposure scenarios evaluated. The fact that a single mean was used in the
calculation of risk estimates for soil is stated at the top of each page of
calculations.
5.2 RISK ASSESSMENT
Utilizing the chronic daily intakes (CDis) summarized in
Appendix C and the reference doses (RfDs) or Cancer Potency Factors (CPFs) as
reported in IRIS and discussed previously, the potential additional lifetime
cancer risk and/or the non-cancer health hazard index was calculated for each
of the reported chemicals for which CSFs and RfDs were available. The
calculated cancer risks and health hazard indices are summarized in
Tables 5.2.1, 5.2.3 and 5.2.5 to 5.2.8.
5.2.1 Current Site Impact
The carcinogenic risk and non-carcinogenic hazard from
current land use are represented by the potential risks and hazards presented
by groundwater use from residential wells and off-Site wells and the risk of
exposure to surface sediments containing concentrations of PCBs.
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The potential additional lifetime cancer risk and
non-cancer health risk were estimated for exposure to contaminated
groundwater under a residential use scenario, as well as a recreational
exposure to contaminated surface waters. In the Federal Register publication
(FR Vol. 52, No. 130, Page 25700) in which USEPA promulgated MCLs for
certain VOCs, it is stated that "the target reference risk range for carcinogens is
10-4 to 10-6 and the MCLs USEPA is promulgating in this notice generally fall
in this range. EPA considers these to be safe levels and protective of public
health". This is supported by the concept expressed by the WHO 1984
Guidelines for Drinking Water Quality, where it selected a 10-5 guideline
value, and then explained that the application could vary by a factor of ten
(i.e. 10-4 to 10-6). This acceptable range of risk is applied to the general
population in the USA when related to MCLs. The target range of 10-4 to 10-6
was used in this assessment to evaluate the acceptability of the risks which are
estimated for the receptors of complete pathways. This target range is
conservative since the potentially exposed populations are extremely small
compared to the general population which is covered by the USEPA MCL.
Also, these additional risks are relatively small in comparison to the
background likelihood of lifetime cancer incidence of 1 in 3.
As shown in Table 5.2.1, the estimated potential
additional lifetime cancer risk presented by current concentrations of VOCs in
the residential wells range from 5 x 10·7 to 8 x 10·6. Residential wells used to
determine mean analyte concentrations are listed on Table 5.2.1, and shown
on Figure 3.1. Current off-Site residential well analyte concentrations
compared to drinking water standards criteria and background are given in
33
CONESTOGA-ROVERS & ASSOCIATES
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2 m ::0 U)
II'>
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(J)
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Current
Downgradient
Residential
Well (4 )
Notes:
----
TABLE 5.2.1
CURRENT POTENTIAL ADDITIONAL LIFETIME CANCER RISK ANO NON-CANCER
HAZARD INDEX FROM USE OF OFF-SITE GROUNDWATER
JADCO-HUGHES RUFS
Potential Additional l.ifetime Cancer Risks Non-Cancer Hazard Indcy
Level 10) Level 2<2! Level 3(3) Level 1<1! Level 2<2! Level 313)
Drinking Water 3 X 10-7 ] X ]Q-6 5 X 10-6 5 x lo-4 ] X lo-4 ] X 10-3
Showering/Bathing 3x 10-7 9 X 10-7 3 X 10-6 2 x lo-4 9 x lo-4 3 X lo-6
POTENTlALADDffiONAL Hazard
LIFETIME CANCER RISK 5 X 10-7 2 X 10-6 Sxl0-6 Index: 7 X 10-4 2 X 10-3 3 X 10-3
(1) Mean sample concentration calculated with non-detect samples taken at half of detection limit.
(2) Means calculated using only samples which tested positive for an analyte. Non-detects not included in the calculation of this mean.
(3) Only maximum detect levels for each analyte were used in the calculation of this upper-bound mean.
(4) Based upon contaminant conce1:trations present in downgradient residential wells. The five residential wells considered include those at
100, 104 and 107 Cason Street; 308 Cherry Street; and 329 Clearwater Lake Road.
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Table 5.2.2 This comparison shows that present well analyte concentrations
are less than health-based drinking water criteria and standards.
With regard to drinking water, in the cases of the
assessment of mean as well as RME (average of detect values), the estimated
potential additional lifetime cancer risk is equally distributed between
tetrachloroethene and carbon tetrachloride. Tetrachloroethene is the major
. source of the risk when the maximum reported concentrations are evaluated.
Table 5.2.3 presents current potential additional lifetime
cancer risk from exposure to su-rface soil and sediments in the southeast swale
area of the Site under a scenario of unauthorized access (trespassing), as
described in Appendix A. Sampling locations used in the generation of mean
sediment concentrations of total PCBs are presented in Table 5.2.4. Use of
mean PCB concentrations in surface sediment/soil yields a potential
additional lifetime cancer risk of 2 x 10-6 (Level 1). Use of the mean of
detected values (Level 3) results in a potential additional lifetime risk
estimate less than an order of magnitude greater (3 x IQ-5). These levels of
risk are similar to USEP A's acceptable ranges of risk.
5.2.2 Future Site Impact
For estimating Chronic Daily Intakes (CDis) from
exposure to groundwater in the future, it was assumed that the plume
concentrations presently existing under the Site would migrate off-Site
without dilution, dispersion or degradation. This is a very conservative
34
CONESTOGA-ROVERS & ASSOCIATES
--
Compo11111J
voes <i1g/U
ca1hon disulfide
c1rlxm tctr.1chloridc
chloroform
methylene chloride
tel r<ichlonicthcnc
1, I, 1-lrichloroclhdnc
HNAs (ftg/U
-
bis(2-cthylhcxyl) phthalatc
Cd i-n-bu ty lphtha !<1 tc
0
?°MET A LS (11g/L)
~ (Arsenic
ihromium
' ~oles:
<
!II!
Drinking lValt'r
Criteriu a,ul Stuwl,wls
(JJ.'~IL) Uefere11ce
35(XJ
5
100
117
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2(X)
58
3500
50 so
IRIS
MCL
MCL
IRIS
PMCL
MCL
IRIS
IRIS
MCL
MCL
g) D.1ta as presented in RI Appendix M.
liiiii
TAULE 5.2.2
CUIWENT OH-SITE IIESIDENTIAL WELL ANALYl'E CONCENTIIATIONS
COMl'AIIED TO Gl!OUNDWATER A RAIis AND IIEMEDIAL OBJECTIVES
JADCO-IIUGIIES 11111'5
100 Casot1 Slreet
2.5 W.3-0
ND (0.56)
ND (0.32)
l.2 u (0.56)
ND ((1.82)
ND (0.76)
2.7 U (2.5)
ND(2.5)
ND(OJXJIO)
ND(OJ)()lO)
UfSl/l[NTIAI. IVl'/.t CONCENTIIAT/ONS (11,II.J
104 C11so11 Street
ND
ND
0.40
0.97 U
0.33 J
ND
1.7 U
-l.JU
0.0010
O.!XlllU
(0.>l)
(0.56)
(0.32)
(0.56)
(0.82)
(0.76)
(2.5)
(2.5)
(O.OUIO)
((I.()() JO)
107 Cason Street
ND (0.34)
ND (0.56)
0.42 (0.32)
0.28 u (0.56)
0.63 J (0.82)
0.35 J (076)
1.3 U (2.5)
2.SU (2.5)
ND(O.()()IO)
0.0:lll U (0.0010)
308 Clierry Street
ND (0.34)
ND (0.56)
0.33 J (0.82)
ND ((l.76)
2.7 U (2.5)
2.4 (2.5)
ND(0.0:110)
ND((l.00IO)
C.2) Dlinl...ing water criteria and standards arc taken from Table 1.1 of RI.
f-3) IRIS -Integrated Risk Information System.
),.4) MCL -Mdxinrnm Contaminant Level. .
~) PMCL -Propos...-<l Maximum Contaminated Level.
(§) St.itc SDWS -State S1..'fondil1y Drinking Wdtcr StilndanJ. £) F1..'tlcr.il SD\VS -Federal Sccnnd,ny Drinking W.itcr Standard.
~8) NC l<11ll.'s -North Carolina Rules . ...
l)l
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329 Clearwater
l.akeRm,d
ND (().>l)
0.31 J (ll.56)
0.21 J (0.32)
0.74 u (0.56)
2.1 ((1.82)
ND (0.76)
1.9 U (2.6)
2.0U (2.6)
N D(0.00 JO)
N D(0.001())
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TABLE 5.2.3
CURRENT POTENTIAL ADDITIONAL LIFETIME CANCER RISK
FROM EXPOSURE TO SITE SURFACE SEDIMENTS/SURFACE SOILs(l)
(SITE TRESPASSER SCENARIO)
JADCO-HUGHES RI/FS
Potential Additional Lifetime Cancer Risks '
LEVEL 1 LEVEL 2 LEVEL 3
Trespasser Scenario 2 X lQ-6 1 x 10-5 3 x 10-5
Notes:
(1) Sediment and surface soil samples taken in eastern areas of Site, adjacent to
Former Operations Area and South Decant Pit.
(2) Various means calculated as described in Section 5.1 and shown on Table 5.2.4.
Scenarios are fully described in Appendix A.
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TABLE 5.2.4
TOTAL PCB CONCENTRATIONS IN SURFACE SEDIMENTS/SOILS
ADJACENT TO SITE (EASTERN AREA)
JADCO-HUGHES RI/FS
Sampling TotalPCBs Sampling Total PCBs
Location (mg/kg) Location (mg/kg)
SS-6 120.0 SS-32 0.24
SS-9 ND(0.075) SS-33 16.0
SS-10 0.93 SS-34 6.1
SS-19 13_0 SS-35 28.0
SS-20 ND(0.210) SS-37 15.0
SS-21 2.5 SS-38 1,500
SS-22 2.4 SS-39 150
SS-23 12 SS-40 0.410
SS-24 ND(l.0) SS-41 23.0
SS-26 312 SS-42 4.5
SS-29 0.3 SS-43 21
SS-30 5.7 SS-44 4.1
SS-31 0.56 SS-45 ND(0.075)
RME = 107.0 mg/kg
Mean = 90.6 mg/kg
95th Percentile Mean = 189.7 mg/kg
Notes:
• Background samples or, samples distant from the site were not included.
• Various means calculated as described in Section 5.1.
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approach. The resulting risks from exposure to this groundwater as potable
water in a residential well ranged from 6 x 10-2 (mean of detects only) to
2 x 100 (Ri\1E mean) as shown on Table 5.2.5.
Table 5.2.6 shows the estimated potential additional
lifetime cancer risk due to recreational exposure to surface water in
Tributary B. Using the present plume concentrations and assuming a 205 fold
dilution as the groundwater discharges into the creek and its tributaries, the
risks related to recreation exposure ranges from 5 x 10-7 to 2 x 10-s depending
on the conservative nature of the assumptions in the scenario. This range is
similar to USEP A's acceptable range of risk. The non-cancer hazard index is
based on acceptable daily exposures, hence the risk was modeled under low
flow conditions assuming a 55 fold dilution. As shown on Table 5.2.6, the
associated future potential hazard index ranges fro,.2 x 10-4 to 1 x 10-2. These
values are below a ratio of one and are considered acceptable.
Exposure to Site-related soils was evaluated by separating
the Site into three sectors (see Figure 5.2.1), followed by an assessment of the
potential additional lifetime cancer risks and non-carcinogenic hazards for a
Construction Worker under a future excavation scenario for each of the three
sectors.
The estimated risks from this series of scenarios is
presented in Table 5.2.7. The potential additional lifetime cancer risk ranged
from 8 x 10-12 to 1 x 10-7. The hazard index ranged from 9 x 10-6 to 9 x lQ-3.
These ranges are within USEP A's acceptable risk range.
35
CONESTOGA-RO\IERS & ASSOCIATES
n 0 z m (/J
-i 0 G)
► . :a 0 < m :a V>
I»
)>
(/J
(/J
0 n
~ m (/J
----11!!11 am 1111§ Bl!! !!!!!! em == ~ ;;.; iiiii -liilil iiiit ail
TABLES.2.5
FUTURE POTENTIAL ADDITIONAL LIFETIME CANCER RISK
AND NON-CANCER HAZARD INDEX
OFF-SITE RESIDENTIAL GROUNDWATER USE SCENARIO
JADCO-HUGHES RI/FS
Potential Additional
Lifdin1~ Catu;n: Ri~ll:
Level 1 -Level 2 Level 3 Level 1
Nm1-Cm1£er Huiard Iuda
Level 2 Level 3
Projected Drinking Water 3 X 10·2 2x10·1 1 X 10+0 6.6x 10+0 1.2 X lQ+l 5.3 X lO+l
Impact at Showering/Bathing 3 X 10-2 2xlQ·l 5 x 10-1 3.1 X 10+0 1.0 X 10+l 6.1 X 10+l
Residential
Wells (future) (1)
FUTURE POTENTIAL
ADDITIONAL LIFETIME Hazard
CANCER RISK 6x10·2 4x10·1 2 X 10+0 Index: 1 X 10+l 2 X 10+l 1 x10+2
Notes:
(1) Calculations based upon current contaminant concentrations on site; zero attenuation by soils; zero discharge or recharge to/from surface
water bodies. On-site contaminant concentrations based on analyses of wells MW2S and 2D; MW-35 and 3D; MW-45 and 4D; MW-55
and SD; MW-65 and 6D; MW-75 and 7D; MW-85 and MW-lOD.
(2) The above assessment represents a future hypothetical risk and docs not represent current risks to local residents.
-
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0 z m
(J) -I 0
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)>
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a; aiii -------99 IIIIS c== liiiii iiiil iiii --
TABLE 5.2.6
FUTURE POTENTIAL ADDITIONAL LIFETIME CANCER RISK AND NON-CARCINOGENIC
HAZARD FROM USE OF OFF-SITE SURFACE WATER
JADCO-HUGHES RI/FS
Potential Additional
Lifetime Cancer Risks Non-Cancer f/a;anl Index
Level 1 Level 2 Level 3 Level 1 Level 2 Level 3
Potential
Future
Surface
Stream
(Tributary B)
Scenario(])
Notes:
Swimming
Recreational
Exposure Scenario
5 X 10-7 } X} o-5
(1) As described in Section 5.4.1. Assumptions presented in Appendix A.
2 x 10-S 2 X 10-4
(2) The above asscss1ncnt is a future hypothetical risk and docs not represent current risk to local residents.
1 X 10-3 1 X 10-2
--------1111!!1 1!!!19 ee == ;;;a aa iiii lliil _. lill -
LEGEND
---PROPERTY LINE
'--SECTOR 3 "-. -
FORMER OPERATIONS AREA/
SOUTH DECANT PIT ,
SPRING
I
CHA
2427-0B/02/90-10-0 {P-44)
0 50 150ft
figure 5.2.1
SECTORWISE SITE DIVISION
FOR RISK ASSESSMENT
JADCO-HUGHES SITE
Gaston County, NC
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Page 1 of 2
TABLE 5.2.7
POTENTIAL ADDITIONAL LIFETIME CANCER RISK AND
NON-CANCER HAZARD INDEX
Sector 1
Contaminants:
Level 1
Level 2
Level 3
Sector 2
Contaminants:
Level 1
Level 2
Level 3
VALUES FOR SITE SOILS UNDER HYPOTHETICAL
EXPOSURE OF CONSTRUCTION WORKER
JADCO-HUGHES RI/FS
(Landfill Area)
VOCs, BNAs
Potential Additional
Lifetime Cancer Risk
4 X lQ·9
} X lQ·8
3 X lQ·8
(North Decant Pit)
voes, BNAs
Potential Additional
Lifetime Cancer Risk
8x10•i2
3 X lQ·11
5 X lQ·11
Non-Cancer
Hazard Index
9 X lQ·4
2 X lQ·3
5 X lQ·3
No11-Ca11cer
Hazard Index
9 X lQ·6
3 X 10·5
5 x 10-S
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Sector 3
TABLE 5.2.7
POTENTIAL ADDITIONAL LIFETIME CANCER RISK AND
NON-CANCER HAZARD INDEX
VALUES FOR SITE SOILS UNDER HYPOTHETICAL
EXPOSURE OF CONSTRUCTION WORKER
JADCO-HUGHES RI/FS
(Former Operations Area)
Page 2 of 2
Contaminants: VOCs, BNAs, PCBs
Potential Additional Non-Cancer
Lifetime Cancer Risk Hazard Index
Level 1 7 X 10-8 1 X 10-3
Level 2 5 X 10-8 4 X 10-3
Level 3 1 X 10-7 9 X 10-3
Note:
The above assessment is a future hypothetical risk and does not represent current
risk to local residents.
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6.0 CONCLUSIONS
Based on the results of the Superfund Risk Assessment,
the following conclusions are made:
(1) The potential contaminants of concern include volatile organic
compounds, base/neutral and acid extractable compounds and metals
in soil and groundwater. In addition, PCBs in surface soil were also
considered potential contaminants of concern.
(2) Potentially complete pathways include:
• direct contact with contaminated surface soil,
• future use of contaminated groundwater as a drinking water source,
• future recreational use of contaminated surface water, and
• future potential contact with contaminated subsurface soil due to
construction activities on Site.
(3) Potential exposure is characterized by the local setting. The Site is
vacant and partially secured by a fence. Human access to the Site is
infrequent and unauthorized. Tributaries A and B are small streams
which flow through and past the Site. Tributaries A and B are not used
as a drinking water supply or for fishing in the vicinity of the Site.
Groundwater is not used as a drinking water supply on Site but is a
water supply resource off Site for residents having operational wells
installed prior to the provision of municipal water connections.
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(4)
(5)
(6)
(7)
The current risk posed by on-Site surficial soils contaminated by PCBs
was e_valuated. This risk is associated with potential contact to soil by
people who have gained unauthorized access and resulted in a
calculated risk range of 2 x 10-6 to 3 x 10-s. This range is similar to
USEPA's acceptable range of lifetime carcinogenic risk.
Current use of residential wells located immediately downgradient ~f
the Site was evaluated. This assessment identified that detected
compounds in potential residential water supplies were below
drinking water criteria or standards. As such, these detected
compounds do not pose an unacceptable risk to local residents.
The potential risk of on-Site exposure to contaminated subsurface soil
was evaluated for a construction worker involved in a hypothetical
future excavation activity. The potential additional lifetime cancer risk
ranged from 8 x 10-12 to 1 x 10-7. The hazard index ranged from 9 x 10-6
to 9 x 10-3. These ranges are within acceptable risk levels.
The future potential risk associated with an off-Site groundwater use as
a drinking water supply was evaluated. Under this scenario a
contaminant plume is assumed to migrate unremediated, off Site and
result in increased contaminant levels in residential wells. The
associated potential additional lifetime cancer risk ranged from 0.06 to
2.0 and the hazard index ranged from 10 to 100. Although these values
are conservatively derived, it is apparent that both these ranges exceed
acceptable risk levels.
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(8) The future potential risk associated with an off-Site exposure to
contaminated surface water was evaluated. Under this scenario a
contaminated groundwater plume would discharge, unremediated to
surface water resulting in increased contaminant levels in surface
water and a potential recreational exposure. The associated potential
additional lifetime cancer risk ranged lifetime cancer risk ranges from
5 x 10-7 to 2 x 10-S and the hazard index ranges from 2 x 10-4 to 1 x 10-2.
These values lie within the acceptable risk levels.
38
CONESTOGA-ROVERS & ASSOCIATES
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All of Which is Respectfully Submitted,
CONESTOGA-ROVERS & ASSOCIATES
Richard G. Shepherd, P. Eng.
Dr. Paul 0. Nees, D.V.M.
<;2~
Ron Frehner, P. Eng.
CONESTOGA-ROVERS G. ASSOCIATES
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APPENDIX A
DESCRIPTION OF EXPOSURE SCENARIOS
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EXPOSURE SCENARIO
CONSTRUCTION WORKER EXPOSURE
EXPOSURE TO SURFACE SOIL-INGESTION AND DERMAL CONTACT
EQUATION: cs X IR X EF X ED X CF INTAKE (mg/kg-day) = BW X AT +
where:
cs =
IR =
SA =
AF =
ABS =
EF =
ED =
CF =
BW =
cs X CF X SA X AF X ABS X EF X ED X CF
BW X AT
Chemical Concentration in Soil (mg/kg)
Ingestion Rate (mg of soil/day)
Skin surface Area involved in contact (cm2 / event)
Soil-to-skin Adherence Factor mg/ cm2)
Chemical related Absorption Factor (unitless)
Exposure Frequency (days/year)
Exposure Duration (years)
Conversion Factor oo-6 kg/mg)
Body Weight (kg)
AT = Averaging time (period over which exposure is averaged --days)
VARIABLE VALUES:
Variable Level 1 Level 2 Level 3
cs Mean Soil ConcJ1) Mean Soil Conc.<1! Mean Soil ConcJ1!
IR 200mg/day 200mg/day 200mg/day
SA 1,590cm2 · 1,590cm2 1,590 cm2
AF 1.45mg/cm2 1.45mg/cm2 1.45 mg/cm2
ABS 0.015 0.015 0.015
EF 30 days/yr 90days/yr 180 days/yr
ED (carcinogen) 1 year 1 year 1 year
ED (non-<:arcinogen) 1 year 1 year 1 year
BW 70kg 70kg 70kg
AT (carcinogen) 70 yrs x 365 days 70 yrs x 365 days 70 yrs x 365 days
AT (non-<:arcinogen) 1 yr x 365 days 1 yr x 365 days 1 yr x 365 days
(1) As presented in RI Appendix 'O'.
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EXPOSURE SCENARIO
RESIDENTIAL EXPOSURE
INGESTION OF.CHEMICALS IN DRINKING WATER
(INCLUDES ALL BEVERAGES MADE WITH WATER FROM THE TAP)
EQUATION: INT AKE (mg/kg-day) = cw X IR X EF X ED
BW X AT
where:
cw =
IR =
ED =
BW =
AT =
VARIABLE VALUES:
Variable
cs
IR
EF
ED (carcinogen)
ED (non-<:arcinogen)
BW
AT (carcinogen)
AT (non-<:arcinogen)
Chemical Concentration in Water (mg/liter)
Ingestion Rate (liters/day)
Exposure Duration (years)
Body Weight (kg)
Averaging time (period over which exposure is averaged)
Level 1 Level 2
Mean--All Values Mean--95th Percentile
1.4 liters 2 liters
365 365
10 years 30 years
1 year 1 year
70kg 70kg
70 yrs x 365 days 70 yrs x 365 days
1 yr x 365 days 1 yr x 365 days
Level 3
Mean of Detects
RME
2 liters
365
70 years
1 year
70kg
70 yrs x 365 days
1 yr x 365 days
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EXPOSURE SCENARIO
SWIMMING IN SURFACE WATER
(INCLUQES INGESTION OF WATER AND DERMAL CONT ACT WITH WATER)
EQUATION: cw X IR X ET X EF X ED
INT AKE (mg/kg-day) = BW X AT +
where:
cw =
IR =
SA =
PC =
ET =
EF =
ED =
CF =
BW =
AT =
VARIABLE VALUES:
Variable
cs
IR
SA
PC
ET
EF
ED (carcinogen)
ED (non-<:arcinogen)
BW
AT (carcinogen)
AT (non-<:arcinogen)
cw X SA X PC X ET X EF X ED X CF
BW X AT
Chemical Concentration in Water (mg/liter)
Ingestion Rate ,Oilers/hour)
Skin surface Area involved in contact (cm2)
Chemical-specific dermal Permeability Constant (cm/hr)
Exposure Time (hours/event)
Exposure Frequency (days/year)
Exposure Duration (years)
Volumetric Co~version Factor (0.001-1 liter per 1,000 cm3)
Body Weight (kg)
Averaging time (period over which exposure is averaged)
Level 1 Level 2
Mean--All Values Mean--95th Percentile
SOmL/hour SOmL/hour
18,200cm2 18,200cm2
0.002 mL/cm2/hr 0.002 mL/cm2/hr
2.6 hours 2.6 hours
7 days/year 21 days/year
20 years 30 years
1 year 1 year
70kg 70kg
70 yrs x 365 days 70 yrs x 365 days
1 yr x 365 days 1 yr x 365 days
Level 3
Mean of Detects
SO mL/hour
18,200cm2
0.002 mL/ cm2 /hr
2.6 hours
52 days/yr
30 years
1 year
70kg
70 yrs x 365 days
1 yr x 365 days
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EXPOSURE SCENARIO
TRESPASS EXPOSURE
EXPOSURE TO SURFACE SOIL -INGESTION AND DERMAL CONT ACT
EQUATION: cs X IR X EF X ED X CF INT AKE (mg/kg-day) = BW X AT +
where:
cs =
IR =
SA =
AF =
ABS =
EF =
ED =
CF =
BW =
AT =
VARIABLE VALUES:
Variable
cs
IR {1-6 yrs)
IR (over 6 yrs)
SA (1-6 yrs)
SA (over 6 yrs)
AF
ABS
EF
ED (carcinogen)
ED (non,arcinogen)
BW (1-6 yrs)
BW (over 6 yrs)
AT (carcinogen)
AT (non,arcinogen)
cs X CF X SA X AF X ABS X EF X ED X CF
BW X AT
Chemical Concentration in Soil (mg/kg)
Ingestion Rate (mg of soil/day)
Skin surface Area involved in contact (cm2 / event)
Soil-to-skin Adherence Factor mg/ cm2)
Chemical related Absorption Factor (unitless)
Exposure Frequency (days/year)
Exposure Duration (years)
Conversion Factor oo-6 kg/mg)
Body Weight (kg)
Averaging time (period over which exposure is averaged --days)
Level 1 Level 2 Level 3
Mean--All Values Mean--95th Percentile Mean of Detects
100mg/day 100mg/day 100 mg/day
200mg/day 200mg/day 200mg/day
1,780cm2 1,780cm2 1,780 cm2
1,590 cm2 1,590cm2 1,590cm2
1.45 rng/cm2 1.45 mg/ cm2 1.45 mg/cm2
0.015 0.015 0.015
3 6 9
20 years 30 years 70 years
(0 as child) (0 as child) (0 as child)
1 year 1 year 1 year
(as child) (as child) (as child)
16kg 16kg 16 kg)
70kg 70kg 70kg
70 yrs x 365 days · 70 yrs x 365 days 70 yrs x 365 days
1 yr x 365 days 1 yr x 365 days 1 yr x 365 days
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APPENDIX B
MODEL RESULTS ON-SITE SOILS
(FUTURE CONSTRUCTION WORKER SCENARIO)
--... .. -----== ---.. .. ----SITE: JADCO-HUGHES COMPOUNDS: voes PAGE: 1
SECTOR: LANDFILL AREA
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA: SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION: FUTURE HYPOTHETICAL
EXPOSURE: POTENTIAL FUTURE TOPSOIL
SF RfD LEVEL 1 LEVEL 2 LEVEL 3
1/ (mg/kg-day) mg/kg-day mg/kg mg/kg mg/kg BCF Koc
CHEMICAL
-----------------------------------------------~---=---------------------==--=-----=---=--------==-==•-------== ACETONE NA l.OOE-01 9.88E+OO 9.88E+OO 9.88E+OO l.OOE+OO 2.20E+OO
BENZENE 2.90E-02 NA O.OOE+OO O.OOE+OO O.OOE+OO 5.20E+OO 8.30E+Ol
2-BUTANONE NA 5.00E-02 7.20E+Ol 7.20E+Ol 7.20E+Ol l.OOE+OO 4.SOE+OO
CARBON DISULFIDE NA 1. OOE-01 O.OOE+OO O.OOE+OO O.OOE+OO 1. OOE+OO 5. 40E+Ol
CARBON TETRACHLORIDE l.30E-01 NA O.OOE+OO O.OOE+OO O.OOE+OO l.90E+Ol l .10E+02
CHLOROBENZENE NA 2.70E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.OOE+OO 3.30E+02
CHLOROETHANE NA NA O.OOE+OO O.OOE+OO O.OOE+OO l.lOE+OO NA
CHLOROFORM 6.lOE-03 1.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO 3.75E+OO 3.lOE+Ol
1,1-DICHLOROETHANE NA l.20E-Ol O.OOE+OO O.OOE+OO O.OOE+OO l.20E+OO 3.00E+Ol
1,2-DICHLOROETHANE 9.lOE-02 NA 5. 75E+OO 5.75E+OO 5.75E+OO 5.60E+OO l.40E+Ol
1,1-DICHLOROETHENE 6.00E-01 9.00E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.60E+OO 6.SOE+Ol
1,2-DICHLOROETHENE (TOT) NA NA O.OOE+OO O.OOE+OO O.OOE+OO 5.00E+OO 5.40E+Ol
1,2-DICHLOROPROPANE NA NA O.OOE+OO O.OOE+OO O.OOE+OO 6.00E+OO 5.lOE+Ol
ETHYLBENZENE NA l.OOE-01 3.64E+Ol 3.64E+Ol 3.64E+Ol 3.75E+Ol l.10E+03
2-HEXANONE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
METHYLENE CHLORIDE 7.00E-03 6.00E-02 3.06E+OO 3.06E+OO 3.06E+OO 5.00E+OO 8. 80E+OO ·
4-METHYL-2-PENTANONE NA 5.00E-02 1. 43E+Oi 1. 43E+Ol l.43E+Ol NA NA
TETRACHLOROETHYLENE 5.lOE-02 l.OOE-02 4. 72E+OO 4.72E+OO 4. 72E+OO 3. lOE+Ol 3.64E+02
TOLUENE NA 3.00E-01 3.04E+02 3.04E+02 3.04E+02 1. 07E+Ol 3.00E+02
1,1,1-TRICHLOROETHANE NA 9.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO 5.60E+OO l.52E+02
1,1,2-TRICHLOROETHANE 5.?0E-02 4.00E-03 O.OOE+OO O.OOE+OO O.OOE+OO 5.00E+OO 5.60E+Ol
TRICHLOROETHENE l.lOE-02 NA l.75E+OO l.75E+OO l.75E+OO 1. 06E+Ol 3. 64E+02
VINYL CHLORIDE 2.30E+OO NA O.OOE+OO O.OOE+OO O.OOE+OO l.17E+OO 5. 70E+Ol
XYLENE (TOTAL) NA 2.00E+OO l.35E+02 l.35E+02 1. 35E+02 l.SOE+Ol 2. 40E+02
~ == .. . tiiiiii-
SITE: JADCO-HUGHES COMPOUNDS: voes PAGE: 2
SECTOR: LANDFILL AREA
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA: SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION: FUTURE HYPOTHETICAL
EXPOSURE: POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE ** INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
CHEMICAL
POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR-(DAYS)
-------------------------------=----LEVEL 1 LEVEL 2 LEVEL 3
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
--------------------------------------------------------==-----------------------------------==-------------------------------ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0,00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
1.32E-08
O.OOE+OO
9.64E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0,00E+OO
7.70E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.88E-08
O.OOE+OO
4.lOE-09
1.92E-08
6.32E-09
4.07E-07
O.OOE+OO
O.OOE+OO
2.34E-09
O.OOE+OO
1.81E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.97E-08
O.OOE+OO
2.89E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2. 31E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 4 6E-07
O.OOE+OO
1.23E-08
5.75E-08
1.90E-08
1. 22E-06
O.OOE+OO
O.OOE+OO
7.03E-09
O.OOE+OO
5.43E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.94E-08
O.OOE+OO
5.79E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.62E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.93E-07
O.OOE+OO
2.46E-08
1. lSE-07
3.79E-08
2.44E-06
O.OOE+OO
O.OOE+OO
l.41E-08
O.OOE+OO
1.09E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.26E-07
O.OOE+OO
6.75E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.39E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.41E-06
O.OOE+OO
2.87E-07
l.34E-06
4.43E-07
2.85E-05
O.OOE+OO
O.OOE+OO
1.64E-07
O.OOE+OO
1.27E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.78E-06
O.OOE+OO
2.03E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.62E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.02E-05
O.OOE+OO
8.61E-07
4.02E-06
1.33E-06
8.SSE-05
O.OOE+OO
O.OOE+OO
4. 92E-07
O.OOE+OO
3.80E-05
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.56E-06
1 0. OOE+OO
4.0SE-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.24E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.0SE-05
O.OOE+OO
1.72E-06
8.0SE-06
2.66E-06
1. 71E-04
O.OOE+OO
O.OOE+OO
9.85E-07
O.OOE+OO
7.60E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
--SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE: ** SCENARIO: WORKPLACE,
CHEMICAL
JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL l
CLIMATE
FACTOR
CDI
mg/kg-day
COMPOUNDS:
MEANS USED:
ADSORBTION
FACTOR
---.. e!!!!!!t
voes PAGE: 3
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
HAZARD
INDEX
----=•-•••••--••••••-••••••••-•-••-•-•••••••••••-•=•--•=••-•-••••••••••••• •-••-•m•••-•-•••••••-•
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CH LOR OE THANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
·1.00E+OO
1. OOE+OO
1. 32E-08
O.OOE+OO
9.64E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.70E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.BBE-08
O.OOE+OO
4. lOE-09
l.92E-08
6.32E-09
4.07E-07
O.OOE+OO
O.OOE+OO
2.34E-09
O.OOE+OO
1. BlE-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
·1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
1. 32E-08 NA
O.OOE+OO
9.64E-08 NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
7.?0E-09
O.OOE+OO
0. OOE+OO NA
O.OOE+OO NA
4.BBE-08 NA
O.OOE+OO NA
4.lOE-09
l .92E-08 NA
6.32E-09
4.07E-07 NA
O.OOE+OO NA
O.OOE+OO
2.34E-09
O.OOE+OO
1.BlE-07 NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.90E-02
1. 30E-01
6.lOE-03
9.lOE-02
6.00E-01
7.00E-03
5.lOE-02
5.70E-02
l. lOE-02
2.30E+00
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.0lE-10
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.87E-ll
O.OOE+OO
3.22E-10
O.OOE+OO
O.OOE+OO
O.OOE+OO
2. 58E-ll
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OBE-09
9.26E-07
0.00E+OO
6.75E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.39E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.41E-06
O.OOE+OO
2.87E-07
l.34E-06
4.43E-07
2.BSE-05
O.OOE+OO
O.OOE+OO
l.64E-07
O.OOE+OO
l.27E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE-01
NA
5.00E-02
1. OOE-01
NA
2.70E-03
NA
1.00E-02
l.20E-01
NA
9.00E-03
NA
NA
l.OOE-01
NA
6.00E-02
5.00E-02
1. OOE-02
3.00E-01
9. OOE-02
4.00E-03
NA
NA
2.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.26E-06
O.OOE+OO
l.35E-04
0.00E+OO
,o.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.41E-05
O.OOE+OO
4.78E-06
2. 68E-05
4. 43E-05
9.SOE-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6.33E-06
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.56E-04
----SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
---JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE,
CHEMICAL
LEVEL 2
CLIMATE
FACTOR
CDI
mg/kg-day
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CH LOR OE THANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETIIANE
1,1,2-TRICHLOROETIIANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
1.00E+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
.l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
3.97E-08
O.OOE+OO
2.89E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.31E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 46E-07
O.OOE+OO
l.23E-08
5. 75E-08
l.90E-08
1. 22E-06
O.OOE+OO
O.OOE+OO
7.0JE-09
O.OOE+OO
5.43E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
COMPOUNDS:
MEANS USED:
ADSORBTION
FACTOR
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l .OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
ea = -'!!!!I· -Giiliit
voes PAGE: 4
YES -SINGLE MEAN, FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
3.97E-08 NA
O.OOE+OO
2.89E-07 NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
2.31E-08
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
1. 46E-07 NA
O.OOE+OO NA
1. 23E-08
5. 75E-08 NA
l.90E-08
1.22E-06 NA
O.OOE+OO NA
O.OOE+OO
7.0JE-09
O.OOE+OO
5. 43E-07 NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO.
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.90E-02
1. 30E-Ol
6. lOE-03
9. lOE-02
6.00E-01
7.00E-03
5. l OE-02
5. 70E-02
l. lOE-02
2.30E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.lOE-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
8. 61E-ll
O.OOE+OO
9.67E-10
O.OOE+OO
O.OOE+OO
O.OOE+OO
7. 74E-ll
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.23E-09
CDI RfD
mg/kg-day mg/kg/day
2.78E-06
O.OOE+OO
2.03E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.62E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.02E-05
O.OOE+OO
8.61E-07
4.02E-06
l.33E-06
8.SSE-05
O.OOE+OO
O.OOE+OO
4.92E-07
O.OOE+OO
3.80E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE-01
NA
5.00E-02
1. OOE-01
NA
2.70E-03
NA
1. OOE-02
l.20E-Ol
NA
9.00E-03
NA
NA
l.OOE-01
NA
6.00E-02
5.00E-02
l.OOE-02
3.00E-01
9.00E-02
4.00E-03
NA
NA
2.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
HAZARD
INDEX
2.78E-05
O.OOE+OO
4.0SE-04
O.OOE+OO
I 0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 02E-04
O.OOE+OO
l.43E-05
8.0SE-05
l.33E-04
2.85E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.90E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.07E-03
----SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE,
CHEMICAL
LEVEL 3
CLIMATE
FACTOR
_CDI
mg/kg-day
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETIIANE
1,1,2-TRICHLOROETIIANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
7.94E-08
O.OOE+OO
5.79E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.62E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.93E-07
O.OOE+OO
2.46E-08
1. lSE-07
3. 79E-08
2.44E-06
O.OOE+OO
O.OOE+OO
1. 41E-08
O.OOE+OO
1.09E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
COMPOUNDS,
MEANS USED,
ADSORBTION
FACTOR
1. OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
l.OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
!Ille == ..
voes PAGE, 5
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
7.94E-08 NA
O.OOE+OO
5. 79E-07 NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
4.62E-08
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
2.93E-07 NA
O.OOE+OO NA
2.46E-08
1.lSE-07 NA
3.79E-08
2.44E-06 NA
O.OOE+OO NA
O.OOE+OO
1. 41E-08
O.OOE+OO
1.09E-06 NA
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO.
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.90E-02
1. JOE-01
6. lOE-03
9. lOE-02
6.00E-01
7.00E-03
5. lOE-02
5. 70E-02
1.lOE-02
2.30E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.21E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 72E-10
O.OOE+OO
1.93E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. SSE-10
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6.47E-09
CDI RfD
mg/kg-day mg/kg/day
5.56E-06
O.OOE+OO
4. OSE-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.24E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.0SE-05
O.OOE+OO
1. 72E-06
8.0SE-06
2.66E-06
1. 71E-04
O.OOE+OO
O.OOE+OO
9.85E-07
O.OOE+OO
7.60E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE-01
NA
5.00E-02
1.00E-01
NA
2.70E-03
NA
1.00E-02
1.20E-01
NA
9.00E-03
NA
NA
1.00E-01
NA
6.00E-02
5.00E-02
1.00E-02
3.00E-01
9.00E-02
4. OOE-03
NA
NA
2.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
HAZARD
INDEX
5.56E-05
O.OOE+OO
8.lOE-04
O.OOE+OO
1 0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.0SE-04
0. OOE+OO
2.87E-05
1.61E-04
2. 66E-04
5.70E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
3.SOE-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.13E-03
iiil
----.... ,-iiil
SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 1
SECTOR: LANDFILL AREA
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA: SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION: FUTURE HYPOTHETICAL
EXPOSURE: POTENTIAL FUTURE TOPSOIL
SF RfD LEVEL 1 LEVEL 2 LEVEL 3
1/ (mg/kg-day) mg/kg-day mg/kg mg/kg mg/kg BCF Koc
CHEMICAL
-----------------------------------------=--------------------------------------------------=-=-=-----=-=--~---ACENAPHTHENE NA NA 5. 75E-02 5.75E-02 5.75E-02 NA NA
ANILINE NA NA 0.00E+OO O.OOE+OO O.OOE+OO NA NA
ANTHRACENE NA NA l.OOE+OO l.OOE+OO l.OOE+OO NA NA
BENZO(A)ANTHRACENE NA NA l.68E+OO l.68E+OO l.68E+OO NA NA
BENZO(A)PYRENE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
BENZO(B)FLUORANTHENE NA NA 0.00E+OO O.OOE+OO O.OOE+OO NA NA
BENZO(G,H,I)PERYLENE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
BENZO(K)FLUORANTHENE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
BENZOIC ACID NA 4.00E+OO 1. 94E+Ol l.94E+Ol ·1. 94E+Ol NA NA
BIS(2"CHLOROETHYL)ETHER 1. lOE+OO NA 1. 45E+OO 1. 45E+OO 1. 45E+OO 6.90E+OO 13.2
BIS(2-ETHYLHEXYL)PHTHALATE l.40E-02 2.00E-02 5.38E+Ol 5.38E+Ol 5.38E+Ol l.60E+OD 65.0
BUTYLBENZYLPHTHALATE NA NA 4.98E+OO 4.98E+DO 4.98E+OO NA NA
2-CHLOROPHENOL NA 5.00E-02 4.24E+Ol 4.24E+0l 4.24E+0l NA NA
CHRYSENE NA NA l.83E+OO l.83E+OO 1. 83E+OO NA NA
1,2-DICHLOROBENZENE NA NA l.68E+OO l.68E+OO l.68E+00 5.60E+Ol 1700. 0
1,4-DICHLOROBENZENE NA NA 7.75E+Ol 7.75E+Ol 7.75E+Ol 5.60E+Ol 1700. 0
DI-N-BUTYLPHTHALATE NA 1. OOE-01 3. 40E+OO 3.40E+OO 3.40E+OO NA 5.6
DI-N-OCTYLPHTHALATE NA NA 5.35E+OO 5.35E+DO 5.35E+00 3.75E+OO NA
FLUORANTHENE NA NA 2.94E+OO 2.94E+OO 2.94E+OO NA NA
FLUORENE NA NA 4. 40E-Ol 4.40E-01 4.40E-01 NA NA
INDENO(l,2,3-CD)PYRENE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
2-METHYLNAPHTHALENE NA NA 1.llE+OO l.llE+OO l.llE+OO NA NA
2-METHYLPHENOL NA 5.00E-02 5.14E+OO 5 .14E+OO 5.14E+OO NA NA
4-METHYLPHENOL NA 5.00E-02 1. 86E+00 1. 86E+OO 1. 86E+OO NA NA
NAPHTHALENE NA NA 3.64E+OO 3.64E+OO 3.64E+OO NA NA
PHENANTHRENE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
PHENOL NA 6.00E-01 1. 64E+Ol l.64E+Ol l.64E+Ol l.40E+OO 14.2
PYRENE NA NA 3.04E+Ol 3.04E+Ol 3.04E+Ol NA NA
1,2,4-TRICHLOROBENZENE NA 2.00E-02 2.42E+Ol 2.42E+Ol 2.42E+Ol 2.80E+03 9200. 0
-. ---SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 2
SECTOR: LANDFILL AREA
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA: SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION: FUTURE HYPOTHETICAL
EXPOSURE: POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE ** INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR-(DAYS)
CHEMICAL LEVEL 1 LEVEL 2 LEVEL 3
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
------------------------------------------------------------------------=------------------------ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLCROBENZENE
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
7.70E-11
O.OOE+OO
1. 34E-09
2.25E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.60E-08
1. 94E-09
7.21E-08
6.67E-09
5.68E-08
2.45E-09
2.25E-09
1. 04E-07
4.55E-09
7.17E-09
3.94E-09
5.89E-10
O.OOE+OO
1.49E-09
6.89E-09
2.49E-09
4.88E-09
O.OOE+OO
2.20E-08
4.07E-08
3.24E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.31E-10
O.OOE+OO
4.02E-09
6.75E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.80E-08
5.83E-09
2 .16E-07
2.00E-08
1.70E-07
7.35E-09
6.75E-09
3.llE-07
1. 37E-08
2. lSE-08
1. 18E-08
1.77E-09
O.OOE+OO
4.46E-09
2.07E-08
7.47E-09
1.46E-08
O.OOE+OO
6.59E-08
1.22E-07
9.73E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.62E-10
O.OOE+OO
8.04E-09
1.35E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.56E-07
1.17E-08
4.32E-07
4.00E-08
3.41E-07
1. 47E-08
1.35E-08
6.23E-07
2.73E-08
4.30E-08
2.36E-08
3.54E-09
O.OOE+OO
8.92E-09
4.13E-08
1. 49E-08
2.93E-08
O.OOE+OO
1.32E-07
2.44E-07
1.95E-07
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
5.39E-09
O.OOE+OO
9.38E-08
1.58E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.82E-06
1.36E-07
5.04E-06
4.67E-07
3.98E-06
1. 72E-07
1.58E-07
7.27E-06
3.19E-07
5.02E-07
2.76E-07
4.13E-08
O.OOE+OO
1.04E-07
4.82E-07
1.74E-07
3.41E-07
O.OOE+OO
1.54E-06
2.85E-06
2.27E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO ·
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.62E-08
O.OOE+OO
2.81E-07
4.73E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.46E-06
4.08E-07
1. SlE-05
1.40E-06
1.19E-05
5. lSE-07
4.73E-07
2.18E-05
9.56E-07
1.SOE-06
8.27E-07
1.24E-07
O.OOE+OO
3.12E-07
1.45E-06
5.23E-07
1.02E-06
O.OOE+OO
4.61E-06
8.55E-06
6.81E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI
LEVEL 3
mg/kg-day
3.24E-08
I O. OOE+OO
5.63E-07
9.45E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.09E-05
8.16E-07
3.03E-05
2.80E-06
2.39E-05
l.03E-06
9.45E-07
4.36E-05
1. 91E-06
3.0lE-06
1.65E-06
2.48E-07
O.OOE+OO
6.25E-07
2.89E-06
1.0SE-06
2.0SE-06
O.OOE+OO
9.23E-06
1. 71E-05
l.36E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O. OOE+OO
0. OOE+OO
0. OOE+OO
0. OOE+OO
O.OOE+OO
-
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
** SCENARIO: WORKPLACE,
CHEMICAL
-JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL 1
CLIMATE
FACTOR
CDI
mg/kg-day
COMPOUNDS:
MEANS USED:
ADSORBTION
FACTOR
.. 4iiiiia iiii
BNAs PAGE: 3
YES -SINGLE MEAN, FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
HAZARD
INDEX
-------------------------------------------=----=-------------------------------==-------------= ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO (A) PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.00E+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+D0
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OD
1. OOE+OO
l.OOE+OO
l.OOE+D0
1. OOE+OD
1. ODE+OO
1. OOE+OO
1. OOE+OO
l.OOE+D0
l.OOE+OD
l.OOE+OO
l.OOE+D0
1. OOE+OO
1. OOE+OO
1.DOE+OO
l.OOE+OO
l.OOE+D0
l.OOE+OO
l.OOE+OO
l.OOE+OO
7. 70E-ll
O.OOE+OO
l.34E-D9
2.25E-09
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.60E-08
1. 94E-D9
7.21E-08
6.67E-09
5.68E-08
2.45E-09
2.25E-09
l.04E-07
4.SSE-09
7.17E-09
3.94E-09
5.89E-10
O.OOE+OO
1. 49E-09
6.89E-09
2.49E-09
4. BBE-09
O.OOE+OO
2.20E-08
4.07E-08
3.24E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+DO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+D0
l.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+D0
l.OOE+OO
1.DOE+OO
1. OOE+OO
l.OOE+OD
1. OOE+OO
1.00E+OO
1. OOE+OO
l.OOE+OD
l.OOE+OO
l.OOE+D0
l.OOE+OO
1. ODE+OO
1. OOE+OO
1. OOE+D0
l.OOE+OO
l.OOE+D0
l.OOE+D0
l.OOE+D0
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
7.70E-ll NA
O.OOE+OO NA
1. 34E-09 NA
2.25E-09 NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
2. 60E-08 NA
l.94E-09
7.21E-08
6.67E-09 NA
5. 68E-08 NA
2.45E-09 NA
2.25E-09 NA
l.04E-07 NA
4.SSE-09 NA
7.17E-09 NA
3.94E-09 NA
5.89E-10 NA
O.OOE+OO NA
l.49E-09 NA
6.89E-09 NA
2. 49E-09 NA
4. BBE-09 NA
O.OOE+OO NA
2.20E-08 NA
4.07E-08 NA
3.24E-08 NA
O.OOE+OO·
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.lDE+OO
1.40E-02
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OD
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OD
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.14E-09
l.OlE-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OD
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OD
O.ODE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
3. lSE-09
5.39E-09
O.OOE+OO
9.38E-08
l.SBE-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.82E-06
1. 36E-07
5.04E-06
4.67E-07
3.98E-06
1. 72E-07
1. SBE-07
7.27E-06
3.19E-07
5.02E-07
2.76E-07
4.13E-08
O.OOE+OO
1. 04E-07
4.82E-07
l.74E-07
3.41E-07
O.OOE+OO
l.54E-06
2.BSE-06
2.27E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
NA
NA
NA
NA
NA
NA
NA
NA
4.00E+OO
NA
2.00E-02
NA
5.00E-02
NA
NA
NA
1.00E-01
NA
NA
NA
NA
NA
5.00E-02
5.00E-02
NA
NA
6.00E-01
NA
2.00E-02
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
rO.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.SSE-07
O.OOE+OO
2.52E-04
O.OOE+OO
7.95E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.19E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.64E-06
3.49E-06
O.OOE+OO
O.OOE+OO
2.56E-06
O.OOE+DO
l.13E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+DO
O.OOE+OO
4.65E-04
-
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
** SCENARIO: WORKPLACE,
CHEMICAL
JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL 2
CLIMATE
FACTOR
CDI
mg/kg-day
COMPOUNDS:
MEANS USED:
ADSORBTION
FACTOR
iiiiif, iiii .. ' llil
BNAs PAGE: 4
YES -SINGLE MEAN, FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
HAZARD
INDEX
--------------------------------------------------===---------------------------------=------=== ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
l·, 4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4 -METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
TOTAL
O.OOE+OO
2.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
2.31E-10
O.OOE+OO
4.02E-09
6.75E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.80E-08
5.83E-09
2.16E-07
2.00E-08
l.70E-01
1.35E-09
6.15E-09
3. llE-01
l.31E-08
2.lSE-08
l.18E-08
1. 11E-09
O.OOE+OO
4.46E-09
2.01E-08
1. 41E-09
l.46E-08
O.OOE+OO
6.59E-08
l.22E-01
9. 13E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0 .OOE+OO
0.00E+OO
0 .OOE+OO
O.OOE+OO
O.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
1.00E+OO
l.OOE+OO
2.31E-10 NA
O.OOE+OO NA
4.02E-09 NA
6.15E-09 NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
1.80E-08 NA
5.83E-09
2 .16E-01
2.00E-08 NA
1. 10E-01 NA
1.35E-09 NA
6.15E-09 NA
3. llE-07 NA
1. 31E-08 NA
2.lSE-08 NA
l.18E-08 NA
l .11E-09 NA
O.OOE+OO NA
4.46E-09 NA
2.01E-08 NA
1. 41E-09 NA
1. 46E-08 NA
O.OOE+OO NA
6.59E-08 NA
1. 22E-01 NA
9.13E-08 NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l. lOE+OO
1. 40E-02
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6. 41E-09
3.03E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9. 44E-09
l.62E-08
O.OOE+OO
2.81E-01
4. 73E-01
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
5.46E-06
4.08E-01
1.SlE-05
1.40E-06
1.19E-05
5.lSE-01
4.13E-01
2.18E-05
9.56E-01
l.SOE-06
8.21E-01
l.24E-01
O.OOE+OO
3.12E-01
l.45E-06
5.23E-01
1. 02E-06
O.OOE+OO
4.61E-06
8.SSE-06
6.81E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
NA
NA
NA
NA
NA
NA
NA
NA
4.00E+OO
NA
2.00E-02
NA
5.00E-02
NA
NA
NA
l.OOE-01
NA
NA
NA
NA
NA
5.00E-02
5.00E-02
NA
NA
6.00E-01
NA
2.00E-02
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
10. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.36E-06
O.OOE+OO
7.51E-04
O.OOE+OO
2.39E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.56E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.89E-05
l.OSE-05
O.OOE+OO
O.OOE+OO
1.69E-06
O.OOE+OO
3.40E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 39E-03
-
---SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE, ** SCENARIO: WORKPLACE,
CHEMICAL
-iliii -
JADCO-HUGHES
LANDFILL AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL 3
CLIMATE
FACTOR
CDI
mgikg-day
COMPOUNDS,
MEANS USED,
ADSORBTION
FACTOR
-BNAs PAGE, 5
YES -SINGLE MEAN.FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
-----~=--------------===----------------------------=======--------------------==----------------ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
TOTAL
O.DDE+DD
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
4.62E-10
O.OOE+OO
8.04E-09
1. 35E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.56E-07
1. l 7E-08
4.32E-07
4.00E-08
3.41E-07
l.47E-08
l.35E-08
6.23E-01
2.73E-08
4.30E-08
2.36E-08
3.54E-09
O.OOE+OO
8.92E-09
4 .13E-08
l.49E-08
2.93E-08
O.OOE+OO
1. 32E-07
2.44E-07
l.95E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l:OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
4.62E-10 NA
O.OOE+OO NA
8.04E-09 NA
1. 35E-08 NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
1. 56E-01 NA
l.17E-08
4.32E-07
4.00E-08 NA
3.41E-07 NA
1. 47E-08 NA
l.35E-08 NA
6. 23E-01 NA
2.13E-08 NA
4.30E-08 NA
2.36E-08 NA
3.54E-09 NA
O.OOE+OO NA
8.92E-09 NA
4.13E-08 NA
1. 49E-08 NA
2.93E-08 NA
O.OOE+OO NA
1. 32E-07 NA
2.44E-07 NA
l.95E-07 NA
O.OOE+OO
O.OOE+OO
O.OOE+D0
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l. lOE+OO
1. 40E-02
O.OOE+OO
O.OOE+OO
O.ODE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.28E-08
6.05E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.89E-08
3.24E-08
0. OOE+OO
5.63E-07
9.45E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
l.09E-05
8.16E-07
3.0JE-05
2.80E-06
2.39E-05
1. OJE-06
9.45E-07
4.36E-05
l.91E-06
3.0lE-06
l.65E-06
2.48E-07
O.OOE+OO
6.25E-07
2.89E-06
l.05E-06
2.05E-06
O.OOE+OO
9.23E-06
1. 71E-05
1. 36E-05
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
NA
NA
NA
NA
NA
NA
NA
NA
4. OOE+OO
NA
2.00E-02
NA
5.00E-02
NA
NA
NA
l.OOE-01
NA
NA
NA
NA
NA
5.00E-02
5.00E-02
NA
NA
6.00E-01
NA
2.00E-02
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1 0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.73E-06
O.OOE+OO
l.51E-03
O.OOE+OO
4. 11E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.91E-05
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.18E-05
2.09E-05
O.OOE+OO
O.OOE+OO
l.54E-05
O.OOE+OO
6.81E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2. 79E-03
liliiiii liii .. iiii iiii
SITE: JADCO-HUGHES COMPOUNDS: voes PAGE: 1
SECTOR: NORTH DECANT AREA
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA: SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION: FUTURE HYPOTHETICAL
EXPOSURE: POTENTIAL FUTURE TOPSOIL
SF RfD LEVEL 1 LEVEL 2 LEVEL 3
1/ (mg/kg-day) mg/kg-day mg/kg mg/kg mg/kg BCF Koc
CHEMICAL
ACETONE NA 1.00E-01 8.34E-01 8.34E-01 8.34E-01 1.00E+OO 2.20E+OO
BENZENE 2.90E-02 NA 1. OOE-03 1. OOE-03 1.00E-03 5.20E+OO 8.30E+Ol
2-BUTANONE NA 5.00E-02 2.70E+OO 2.70E+OO 2.70E+OO 1.00E+OO 4.SOE+OO
CARBON DISULFIDE NA 1. OOE-01 O.OOE+OO 0.00E+OO O.OOE+OO l.OOE+OO 5.40E+Ol
CARBON TETRACHLORIDE 1.30E-01 NA O.OOE+OO O.OOE+OO O.OOE+OO 1.90E+Ol 1.10E+02
CHLOROBENZENE NA 2.70E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.OOE+OO 3.30E+02
CHLOROETHANE NA NA O.OOE+OO O.OOE+OO O.OOE+OO 1.lOE+OO NA
CHLOROFORM 6.lOE-03 1.00E-02 7.70E-03 7.70E-03 7.70E-03 3.75E+OO 3.lOE+Ol
1,1-DICHLOROETHANE NA 1.20E-01 O.OOE+OO O.OOE+OO O.OOE+OO 1. 20E+OO 3.00E+Ol
1,2-DICHLOROETHANE 9. lOE-02 NA 5.60E-03 5.60E-03 5.60E-03 5.60E+OO 1.40E+Ol
1,1-DICHLOROETHENE 6.00E-01 9.00E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.60E+OO 6.SOE+Ol
1,2-DICHLOROETHENE (TOTI NA NA 5. 40E-02 5.40E-02 5.40E-02 5.00E+OO 5.40E+Ol
1,2-DICHLOROPROPANE NA NA O.OOE+OO O.OOE+D0 O.OOE+OO 6.00E+OO 5. lOE+Ol
ETHYLBENZENE NA 1.00E-01 1. 40E-03 1. 40E-03 1.40E-03 3. 75E+Ol 1.10E+03
2-HEXANONE NA NA 1. 92E-02 1. 92E-02 1.92E-02 NA NA
METHYLENE CHLORIDE 7.00E-03 6. OOE-02 1. 14E-02 1.14E-02 1.14E-02 5.00E+OO 8.80E+OO
4-METHYL-2-PENTANONE NA 5.00E-02 1.68E-01 1.68E-01 1. 68E-01 NA NA
----TETRACHLOROETHYLENE--5.-10E-02-1-.-00E-02---·2725E-02--2725E-02--2-c-25E-02--3~10E+Ol--3c·64E+02-------------------
TOLUENE NA 3.00E-01 1.60E-02 1.60E-02 1.60E-02 1.07E+Ol 3.00E+02
1,1,1-TRICHLOROETHANE NA 9.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO 5.60E+OO 1. 52E+02
1,1,2-TRICHLOROETHANE 5.70E-02 4.00E-03 2.lOE-03 2.lOE-03 2. lOE-03 5.00E+OO 5.60E+Ol
TRICHLOROETHENE 1. lOE-02 NA 1.94E-02 1. 94E-02 1.94E-02 1.06E+Ol 3.64E+02
VINYL CHLORIDE 2.30E+OO NA O.OOE+OO O.OOE+OO O.OOE+OO 1.17E+OO 5.70E+Ol
XYLENE (TOTAL) NA 2.00E+OO 5.67E-02 5.67E-02 5.67E-02 1.SOE+Ol 2. 40E+02
I
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE: ** SCENARIO: WORKPLACE
CHEMICAL
-iiiii iiiii
JADCO-HUGHES COMPOUNDS: voes PAGE: 2
NORTH DECANT AREA
ON SITE MEANS USED: YES -SINGLE MEAN, FROM RI APPENDIX "0"
SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
•• INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR-(DAYS)
LEVEL l LEVEL 2 LEVEL 3
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
iiiill
------------------=-------------------------=-----------------=----------------------------------ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CHLOROBENZENE
CHLOROETHANE
2.00E+OO
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE 2~HEXANONE _____ _
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
30 90 180 l.12E-09 3.35E-09 6.?0E-09 7.82E-08 2.35E-07 4.69E-07
30 90 180 l.34E-12 4.02E-12 8.04E-12 9.38E-11 2.81E-10 I 5.63E-10
3D 90 180 3.62E-09 l.09E-08 2.17E-08 2.53E-07 7.60E-07 l.52E-06
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.DOE+OO O.OOE+OO O.OOE+OO O.OOE+DO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 9D 180 O.OOE+OO O.OOE+OO OcOOE+OO D.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 l.03E-ll 3.09E-11 6.19E-11 7.22E-10 2.l?E-09 4.33E-09
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO
30 90 180 7.SOE-12 2.25E-ll 4.SOE-11 5.25E-10 l.58E-09 3.lSE-09
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 7.23E-ll 2.l?E-10 4.34E-10 5.06E-09 1.52E-08 3.04E-08
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 l.88E-12 5.63E-12 l.13E-ll l.31E-10 3.94E-10 7.88E-10
--30-----9D-----180--2:-57E-n--1:-12E~n--1-:-54E-l0-1-:-80E-09-S:-40E-09-1-:-08E-08-----
30 90 180 1.53E-11 4.58E-11 9.16E-11 1.0?E-09 3.21E-09 6.41E-D9
30 90 180 2.25E-10 6.75E-10 1.35E-09 1.58E-08 4.73E-08 9.45E-08
30 90 180 3.0lE-11 9.04E-ll 1.81E-10 2.llE-09 6.33E-D9 1.27E-08
3D 90 180 2.14E-11 6.43E-11 1.29E-10 1.SOE-09 4.SOE-09 9.00E-09
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO D.OOE+OO O.OOE+OO
30 90 180 2.81E-12 8.44E-12 1.69E-ll 1.97E-10 5.91E-10 1.18E-09
30 90 180 2.60E-11 7.80E-11 1.56E-10 1.82E-09 5.46E-09 1.09E-08
30 9D 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 7.60E-11 2.28E-10 4.56E-10 5.32E-09 1.60E-08 3.19E-08
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+DO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO
30 90 18D O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.ODE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.ODE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+DO O.OOE+OO O.OOE+OO
30 9D 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+DO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
.. iiii iiii' iiii
JADCO-HUGHES COMPOUNDS, voes PAGE, 3
NORTH DECANT AREA
SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
ON SITE MEANS USED,
SUB-SURFACE SOILS
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE, LEVEL l
CLIMATE CDI ADSORBTION
CHEMICAL FACTOR mg/kg-day FACTOR
ADJ. CDI
mg/kg-day
SF
l/mg/kg-d RISK
-----••••••--••••••-••••••---•••••••••••-•---=--••••-•-•••••-===•••••a=-•-•-•----•••••••-•••--==
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
------TETRACHLOROETHYLENE ----
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. OOE+OO l. l2E-09 1. OOE+OO 1. l2E-09 NA O. OOE+OO
l.OOE+OO l.34E-12 l.OOE+OO l.34E-12 2.90E-02 3.88E-l4
l.OOE+OO 3.62E-09 l.OOE+OO 3.62E-09 NA O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO l.30E-01 0.00E+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO L03E-ll l.OOE+OO l.03E"ll 6.lOE-03 6.29E-14
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 7.SOE-12 l.OOE+OO 7.SOE-12 9.lOE-02 6.83E-13
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO 6.00E-01 O.OOE+OO
l.OOE+OO 7.23E-ll l.OOE+OO 7.23E-ll NA O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO l.88E-12 l.OOE+OO l.88E-l2 NA O.OOE+OO
l.OOE+OO 2.57E-ll l.OOE+OO 2.57E-ll NA O.OOE+OO
l.OOE+OO l.53E-ll l.OOE+OO l.53E-ll 7.00E-03 l.07E-13
l.OOE+OO 2.25E-10 l.OOE+OO 2.25E-10 NA O.OOE+OO
--1 cOOE+oo--J:-OlE-1'1·---r-:-ooE+oo--3:-0lE~n --5·:10E;o2·----1-:-54E=rr
l.OOE+OO 2.14E-ll l.OOE+OO 2.l4E-ll NA O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 2.81E-12 l.OOE+OO 2.81E-12 5.70E-02 l.60E-13
l.OOE+OO 2.60E-ll l.OOE+OO 2.60E-ll l.lOE-02 2.86E-13
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO 2.30E+OO O.OOE+OO
l.OOE+OO 7.60E-ll l.OOE+OO 7.60E-ll NA O.OOE+OO
l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO. O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
2.87E-l2
CDI RfD HAZARD
INDEX mg/kg-day mg/kg/day
7.82E-08
9.38E-ll
2.53E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.22E-l0
O.OOE+OO
5.25E-l0
O.OOE+OO
5.06E-09
O.OOE+OO
1. 31E-l0
l.BOE-09
l.07E-09
l.58E-08
-z-.11E=o9·
l.SOE-09
O.OOE+OO
1. 97E-l0
l.82E-09
O.OOE+OO
5.32E-09
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE-01 7.82E-07
NA O.OOE+OO
5.00E-02 5.06E-06
l.OOE-01 O.OOE+OO
NA I O.OOE+OO
2.70E-03 O.OOE+OO
NA O.OOE+OO
l.OOE-02 7.22E-08
l.20E-Ol O.OOE+OO
NA O.OOE+OO
9.00E-03 O.OOE+OO
NA O.OOE+OO
NA O.OOE+OO
l.OOE-01 l.31E-09
NA O.OOE+OO
6.00E-02 l.78E-08
5.00E-02 3.lSE-07 -l"COOE~a2--2: 11E~ar-----
3. 00E-Ol 5.00E-09
9.00E-02 O.OOE+OO
4.00E-03 4.92E-08
NA O.OOE+OO
NA O.OOE+OO
2.00E+OO 2.66E-09
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
0.00E+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
6.52E-06
--l!!!S 919
SITE: JADCO-HUGHES COMPOUNDS: voes PAGE: 4
SECTOR: NORTH DECANT AREA
LOCATION: ON SITE
MEDIA: SUB-SURFACE SOILS
MEANS USED: YES -SINGLE MEAN, FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION:
EXPOSURE:
** SCENARIO: WORKPLACE,
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
CHEMICAL
LEVEL 2
CLIMATE
FACTOR
CD!
mg/kg-day
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
ACETONE l.OOE+OO 3.35E-09 l.OOE+OO 3.35E-09 NA
BENZENE l.OOE+OO 4.02E-12 l.OOE+OO 4.02E-12
2-BUTANONE l.OOE+OO l.09E-08 l.OOE+OO l.09E-08 NA
CARBON DISULFIDE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
CARBON TETRACHLORIDE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
CHLOROBENZENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
CHLOROETHANE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
CHLOROFORM l.OOE+OO 3.09E-ll l.OOE+OO 3.09E-ll
1,1-DICHLOROETHANE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
1,2-DICHLOROETHANE l.OOE+OO 2.25E-ll l.OOE+OO 2.25E-ll
1,1-DICHLOROETHENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
1,2-DICHLOROETHENE (TOT) l.OOE+OO 2.17E-10 l.OOE+OO 2.17E-10 NA
1,2-DICHLOROPROPANE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
ETHYLBENZENE l.OOE+OO 5.63E-12 l.OOE+OO 5.63E-12 NA
2-HEXANONE l.OOE+OO 7.72E-ll l.OOE+OO 7.72E-ll NA
2.90E-02
1. 30E-01
6. lOE-03
9.lOE-02
6.00E-01
7.00E-03
CD! RfD
RISK mg/kg-day mg/kg/day
HAZARD
INDEX
O.OOE+OO 2.35E-07 l.OOE-01 2.35E-06
l.17E-13 2.81E-10 NA O.OOE+OO
O.OOE+OO 7.60E-07 5.00E-02 l.52E-05
O.OOE+OO O.OOE+OO l.OOE-01 O.OOE+OO
O.OOE+OO O.OOE+OO NA p.OOE+OO
O.OOE+OO O.OOE+OO 2.70E-03 O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
l.89E-13 2.17E-09 l.OOE-02 2.17E-o7·
O.OOE+OO O.OOE+OO l.20E-01 O.OOE+OO
2.05E-12 l.58E-09 NA O.OOE+OO
O.OOE+OO O.OOE+OO 9.00E-03 O.OOE+OO
O.OOE+OO l.52E-08 NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO 3.94E-10 l.OOE-01 3.94E-09
O.OOE+OO 5.40E-09 NA O.OOE+OO
3.21£-13 3.21E-09 6.00E-02 5.34E-08
-
METHYLENE CHLORIDE l.OOE+OO 4.58E-ll l.OOE+OO 4.58E-ll
4-METHYL-2-PENTANONE l.OOE+OO 6.75E-10 l.OOE+OO 6.75E-10 NA O.OOE+OO 4. 73E-08 5.00E-02 9.45E::_07 ______ _
. -i~i:~LORC:~T~Y~~------tgg~;gg_ -{:-~jf=H---t :gg~:gg---::~i~=tt-NA.5. lOE-02-.
1,1,1-TRICHLOROETHANE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
1,1,2-TRICHLOROETHANE l.OOE+OO 8.44E-12 l.OOE+OO 8.44E-12
TRICHLOROETHENE l.OOE+OO 7.80E-ll l.OOE+OO 7.80E-ll
VINYL CHLORIDE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
XYLENE (TOTAL) l.OOE+OO 2.28E-10 l.OOE+OO 2.28E-10 NA
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
TOTAL
5.70E-02
l. lOE-02
2.30E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
-4 .·61E-12· -6-c33E-09-l~ OOE=o2·-6.-33E-07
O.OOE+OO 4.50E-09 3.00E-01 l.50E-08
O.OOE+OO O.OOE+OO 9.00E-02 O.OOE+OO
4.81E-13 5.91E-10 4.00E-03 l.48E-07
8.58E-13 5.46E-09 NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.60E-08 2.00E+OO 7.98£-09
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
8.62E-12 1.96£-05
1!1!!19
SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
&iii
JADCO-HUGHES
NORTH DECANT AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
COMPOUNDS,
MEANS USED,
-voes
e:e ==
PAGE, 5
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
iii
** SCENARIO: WORKPLACE, LEVEL 3
CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
CLIMATE CDI
FACTOR mg/kg-day
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
CDI RfD
RISK mg/kg-day mg/kg/day
HAZARD
INDEX
l.OOE+OO 6.?0E-09 l.OOE+OO 6.?0E-09 NA O.OOE+OO 4.69E-07 l.OOE-01 4.69E-06
l.OOE+OO 8.04E-12 l.OOE+OO 8.04E-12 2.90E-02 2.33E-13 5.63E-10 NA O.OOE+OO
l.OOE+OO 2.l?E-08 l.OOE+OO 2.l?E-08 NA O.OOE+OO l.52E-06 5.00E-02 3.04E-05
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO l.OOE-01 O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO l.30E-01 O.OOE+OO O.OOE+OO NA 1 0.00E+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 2.?0E-03 O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 6.19E-ll 1.00E+OO 6.19E-11 6.!0E-03 3.78E-13 4.33E-09 l.OOE-02 4.33E-07
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 1.20E-Ol O.OOE+OO
l.OOE+OO 4.SOE-11 1.00E+OO 4.SOE-11 9.lOE-02 4.lOE-12 3.lSE-09 NA O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO 6.00E-01 O.OOE+OO O.OOE+OO 9.00E-03 O.OOE+OO
l.OOE+OO 4.34E-10 1.00E+OO 4.34E-10 NA O.OOE+OO 3.04E-08 NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO l.13E-11 1.00E+OO 1.13E-11 NA O.OOE+OO 7.BBE-10 l.OOE-01 7.BBE-09
1.00E+OO l.54E-10 1.00E+OO 1.54E-10 NA O.OOE+OO l.OBE-08 NA O.OOE+OO
1.00E+OO 9.16E-11 l.OOE+OO 9.16E-ll 7.00E-03 6.41E-13 6.41E-09 6.00E-02 1.0?E-07
1.00E+OO l.35E-09 l.OOE+OO 1.35E-09 NA O.OOE+OO 9.45E-08 5.00E-02 1.89E-06 __
-----· ·TOLUENE---
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRI CHLOROETHENE
1. OOE+_O!) __ l_._BlE-::10 ___ l. OOE+QQ ___ 1. BlE-10---5 .-lOE-02· ---9: 22E-12--1 C27E~os -LOOE-02 1. 27E-06 -
--·-r:-ooE+OO 1.29E-10 1.00E+OO 1.29E-10 NA O.OOE+OO 9.00E-09 3.00E-01 3.00E-08
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 9.00E-02 O.OOE+OO
1.00E+OO l.69E-11 l.OOE+OO 1.69E-11 5.?0E-02 9.62E-13 l.lBE-09 4.00E-03 2.95E-07
1.00E+OO 1.56E-10 1.00E+OO l.56E-10 l.!OE-02 1.72E-12 l.09E-08 NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO 2.30E+00 O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO 4.56E-10 l.OOE+OO 4.56E-10 NA O.OOE+OO 3.19E-08 2.00E+OO 1.60E-08
l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO 0.00E+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO. O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO
1.00E+OO O.~OE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1. 72E-l l 3.91E-05
--- -- -- -
illiii
SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 1
NORTH DECANT PIT SECTOR:
LOCATION:
MEDIA:
ON SITE
SUB-SURFACE SOILS
MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION:
EXPOSURE:
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
SF RfD
1/(mg/kg-day) mg/kg-day
LEVEL 1
mg/kg
LEVEL 2
mg/kg
LEVEL 3
mg/kg
CHEMICAL
ACENAPHTHENE NA
NA
NA
NA
NA
NA
NA
NA
NA
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,l)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE NA
2-CHLOROPHENOL NA
CHRYSENE NA
1,2-DICHLOROBENZENE NA
1,4-DJCHLOROBENZENE NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
NA O.OOE+OO 0.00E+OO O.OOE+OO NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
NA 0.00E+OO O.OOE+OO O.OOE+OO NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
NA 0.00E+OO O.OOE+OO O.OOE+OO NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
NA 0.00E+OO O.OOE+OO O.OOE+OO NA
4.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO NA
l.lOE+OO NA O.OOE+OO O.OOE+DO O.OOE+OO
l.40E-02 2.00E-02 2.92E-01 2.92E-01 2.92E-Ol
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
5.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
NA O.OOE+OO O.OOE+OO O.OOE+OO
NA O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE-01 3.52E-01 3.52E-01 3.52E-Ol NA
BCF
6.90E+OO
l.60E+OO
5.60E+Ol
5.60E+Ol
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Koc
13.2
65.0
1700. 0
1700. 0
5.6 DI-N-BUTYLPHTHALATE NA
DI-N-OCTYLPHTHALATE NA NA O.OOE+OO O.OOE+OO O.OOE+OO ___ -3.75E+OO ·NA----
-------~~gg::~HE~E__ ___ __ _ ~!-_ _ _ -_.NA---------D700E+oo---o~-OOE+o·o· --0. OOE+OO NA NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
NA O.OOE+DO O.OOE+OO O.OOE+OO NA NA INDENO(l,2,3-CD)PYRENE NA
2-METHYLNAPHTHALENE NA
2-METHYLPHENOL NA
4-METHYLPHENOL NA
NAPHTHALENE NA
PHENANTHRENE NA
PHENOL NA
PYRENE NA
1,2,4-TRICHLOROBENZENE NA
NA O.OOE+OO O.OOE+OO -O.OOE+OO NA NA
5.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO NA NA
5.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO NA NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
NA O.OOE+OO O.OOE+OO O.OOE+OO NA "NA
6.00E-01 O.OOE+OO O.OOE+OO O.OOE+OO l.40E+OO
NA O.OOE+OO O.OOE+OO O.OOE+OO NA
2.DOE-02 O.OOE+OO O.OOE+OO O.OOE+OO 2.80E+03
14.2
NA
9200.0
liii --
-SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
--
•• SCENARIO: WORKPLACE
- ---== Giiiiiil liiii iiii
JADCO-HUGHES COMPOUNDS: BNAs PAGE: 2
NORTH DECANT PIT
ON SITE MEANS USED, YES -SINGLE MEAN,FROM RI APPENDIX "0"
SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL ** INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR-(DAYS)
CHEMICAL LEVEL 1 LEVEL 2 LEVEL 3
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
---•--•a••••-•-•-•---••••••••••••••••••••--=---•--•••••••••--•-••••••-••••••••••••••-•-•---•-••=•
ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO 0.00E+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 0.00E+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 3.91E-10 l.17E-09
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
-
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
_____ 3_o _______ 90_ ---180---ocooE+oo--·o-:-ooE+oo ___ _
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO p.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+oo-
0.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
2.35E-09 2.74E-08 8.21E-08 l.64E-07
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
_o ._OOE+.00 __ o. OOE+00--0. OOE+OO· -·OcOOE+oo-----~
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
----DI-N-BUTYLPHTHALATE-
DI-N-OCTYLPHTHALATE
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
30 90 180 4.72E-10 l.41E-09 2.83E-09 3.30E-08 9.90E-08 l.98E-07
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180_ O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
-------== liiiil iiii
SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 3
SECTOR: NORTH DECANT PIT
LOCATION: ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME MEDIA: SUB-SURFACE SOILS
POPULATION:
EXPOSURE:
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE,
CHEMICAL
LEVEL 1
CLIMATE
FACTOR
CDI
mg/kg-day
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
HAZARD
INDEX
----------------------=---------------------------------------=-=--------------------=----------ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE ______ _
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA 10.00E+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO 0.00E+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 4.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO 1.lOE+OO O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO 3.91E-10 1.00E+OO 3.91E-10 1.40E-02 5.48E-12 2.74E-08 2.00E-02 1.37E-06
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
1.00E+OO 0.00E+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO 4.72E-10 1.00E+OO 4.72E-10 NA O.OOE+OO 3.30E-08 1.00E-01 3.30E-07
1. OOE+OO O. OOE+OO 1. OOE+OO O. OOE+OO NA __________ -.0. OOE+00--0 .·OOE+OO-NA·--------0~ OOE+OO
.1. OOE+OO --OcOOE+OO ---1-. OOE+Oo--o--:-o·oE+OO -NA O. OOE+OO 0. OOE+OO NA O. OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 6.00E-01 O.OOE+OO
l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 2.00E-02 O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO. O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
5.48E-12 l.?OE-06
-
liiii -- ----- -.. Cliiliil --
SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 4
SECTOR: NORTH DECANT PIT
LOCATION: ON SITE
MEDIA: SUB-SURFACE SOILS
MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION:
EXPOSURE:
** SCENARIO: WORKPLACE,
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
CHEMICAL
LEVEL 2
CLIMATE
FACTOR
CDI
mg/kg-day
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE FL!!QRENE _________ --
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
o .. ooE+oo
O.OOE+OO
O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO l.17E-09 l.OOE+OO l.17E-09
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO l.41E-09 l.OOE+OO l.41E-09 NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l. lOE+OO
1. 40E-02
1. OOE+OO __ Q.. O_OE-t:00 __ 1. OOE+OO---Q·. OOE+OO-NA--
--1-;ooE+OO-0. OOE+OO 1. OOE+OO O. OOE+OO NA
1. OOE+OO O. OOE+OO 1. OOE+OO O. OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI RfD
RISK mg/kg-day mg/kg/day
HAZARD
INDEX
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA m.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO 4.00E+OO O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
l.64E-ll 8.21E-08 2.00E-02 4.llE-06
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO 9.90E-08 1 OOE-01 9 90E-07 -_o. ooE+oo -o. OOE+oo-NA~-------o-'.-cfoE+oo ___ ---
o. ooE+oo O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
O.OOE+OO O.OOE+OO 5.00E-02 O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO O.OOE+OO 6.00E-01 O.OOE+OO
O.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO 0.00E+OO 2.00E-02 O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.64E-ll 5.lOE-06
- -----11!!!9 == liiiil iiii!I I!!! l!!!l!I
JADCO-HUGHES COMPOUNDS: BNAs PAGE, 5
NORTH DECANT PIT
SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
ON SITE MEANS USED,
SUB-SURFACE SOILS
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE, LEVEL 3
CHEMICAL
ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DI-N-OCTYLPHTHALATE
FLUORANTHENE--------
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE~
1,2,4-TRICHLOROBENZENE
TOTAL
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CLIMATE ~DI ADSORBTION
FACTOR mg/kg-day FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO 2.3SE-09 1.00E+OO 2.35E-09
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO 2.83E-09 l.OOE+OO 2.83E-09 NA
1. lOE+OO
1. 40E-02
1.00E+OO O.OOE+OO 1.00E+OO __ O.OOE+OO __ NA __ _
-1-:-00E+oo---0-:-ooE+oo --1-:ooE+OO--0. OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO i'.OOE+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.29E-11
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
--- -0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.29E-11
CDI RfD
mg/kg-day mg/kg/day
HAZARD
INDEX
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
0. OOE+OO NA 1 0. OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO 4.00E+OO O.OOE+OO
O.OOE+OO NA O.OOE+OO
1.64E-07 2.00E-02 8.21E-06
O.OOE+OO NA O.OOE+OO
O.OOE+OO S.OOE-02 O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
1.98E-07 1.00E-01 1.98E-06
-OcOOE+OO -NA ----~o~OOE't'OO" -----
0. 00E+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO S.OOE-02 O.OOE+OO
O.OOE+OO 5.00E-02 O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO 6.00E-01 O.OOE+OO
O.OOE+OO NA O.OOE+OO
O.OOE+OO 2.00E-02 O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
l.02E-05
1111111 ==
SITE, JADCO-HUGHES COMPOUNDS, voes PAGE, 1
SECTOR, OPERATIONS AREA
LOCATION, ON SITE MEANS USED, YES -SINGLE MEAN,FROM RI APPENDIX "0"
MEDIA, SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION, FUTURE HYPOTHETICAL
EXPOSURE, POTENTIAL FUTURE TOPSOIL
SF RfD LEVEL 1 LEVEL 2 LEVEL 3
l /(mg/kg-day) mg/kg-day mg/kg mg/kg mg/kg BCF Koc
CHEMICAL
------------------------------------------------------------------------------=------------------------------~-ACETONE NA 1. OOE-01 4.82E-01 4.82E-Ol 4.82E-01 l.OOE+OO 2.20E+OO
BENZENE 2.90E-02 NA O.OOE+OO O.OOE+OO O.OOE+OO 5. 20E+OO 8.30E+Ol
2-BUTANONE NA 5.00E-02 1.26E+OO 1. 26E+OO 1. 26E+OO l.OOE+OO 4.50E+OO
CARBON DISULFIDE NA l.OOE-01 O.OOE+OO O.OOE+OO O.OOE+OO l.OOE+OO 5.40E+Ol
CARBON TETRACHLORIDE l.30E-01 NA O.OOE+OO O.OOE+OO O.OOE+OO l.90E+Ol 1. 10E+02
CHLOROBENZENE NA 2.70E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.OOE+OO 3. 30E+02
CHLOROETHANE NA NA 2.00E+OO 2.00E+OO 2.00E+OO l. lOE+OO NA
CHLOROFORM 6.lOE-03 l.OOE-02 l.19E-02 l. l 9E-02 1. 19E-02 3.75E+OO 3. lOE+Ol
1,1-DICHLOROETHANE NA l.20E-01 O.OOE+OO O.OOE+OO O.OOE+OO l.20E+00 3.00E+Ol
1,2-DICHLOROETHANE 9.lOE-02 NA 3.26E+OO 3.26E+OO 3.26E+OO 5.60E+OO 1. 40E+Ol
1,1-DICHLOROETHENE 6.00E-01 9.00E-03 O.OOE+OO O.OOE+OO O.OOE+OO l.60E+OO 6.50E+Ol
1,2-DICHLOROETHENE (TOT) NA NA 3.87E-02 3.87E-02 3.87E-02 5.00E+OO 5.40E+Ol
1,2-DICHLOROPROPANE NA NA O.OOE+OO O.OOE+OO O.OOE+OO 6.00E+OO 5.lOE+Ol
ETHYLBENZENE NA l.OOE-01 3.37E-01 3.37E-01 3.37E-01 3. 75E+Ol l.10E+03
2-HEXANONE NA NA O.OOE+OO O.OOE+OO O.OOE+OO NA NA
METHYLENE CHLORIDE 7.00E-03 6.00E-02 7.28E-02 7.28E-02 7.28E-02 5.00E+OO 8.80E+OO
4-METHYL-2-PENTANONE NA 5.00E-02 1. 45E+Ol 1. 45E+Ol l.45E+Ol NA NA
---TETRACHLOROETHYLENE-------5-:-roE:::02-·r.ooE::02--7~-72E"'OC--7~ 72E-OC --1-:-12E:.or ·3-;foE+Ol--3 ;64E+02 --------------------
TOLUENE NA 3.00E-01 8.98E-01 8.98E-01 8.98E-01 l.07E+Ol 3. OOE+02
1,1,1-TRICHLOROETHANE NA 9.00E-02 O.OOE+OO O.OOE+OO O.OOE+OO 5.60E+OO 1. 52E+02
1,1,2-TRICHLOROETHANE 5.70E-02 4.00E-03 6.95E-03 6.95E-03 6.95E-03 5.00E+OO 5. 60E+Ol
TRICHLOROETHENE l. lOE-02 NA 2.50E+OO 2.50E+OO 2.SOE+OO 1. 06E+Ol 3. 64E+02
VINYL CHLORIDE 2.30E+OO NA O.OOE+OO O.OOE+OO O.OOE+OO l.17E+OO 5.70E+Ol
XYLENE (TOTAL) NA 2.00E+OO 2.37E+OO 2.37E+OO 2.37E+OO l.SOE+Ol 2,40E+02
--SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
l!!il!
** SCENARIO: WORKPLACE
l!!ili!9 CilllD .. iiiiiil
JADCO-HUGHES COMPOUNDS: voes PAGE: 2
OPERATIONS AREA
ON SITE MEANS USED, YES -SINGLE MEAN,FROM RI APPENDIX "0"
SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL ** INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR-(DAYS)
-----------=---------------==-------
CDI
LEVEL l
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day CHEMICAL LEVEL l LEVEL 2 LEVEL 3
----••••••••••••••--•••••••••••••••-•-••••••••••••••-==••••••• -•••••a••••••••---=•••••-•••••--==-
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE __ 2cHEXANONE. ________ ------
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHYLENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
o:OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
30
30
30
30
30
30
30
30
30
30
30
30
30
30
----30-----
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
90
90
90
90
90
90
90
90
90
90
90
90
90
90
-90---
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
180
180
180
180
180
180
180
180
180
180
180
180
180
180
---180-
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
180
6.46E-10
O.OOE+OO
l.69E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.68E-09
l.59E-ll
O.OOE+OO
4.37E-09
O.OOE+OO
5.18E-ll
·o. OOE+OO
4.SlE-10
0. OOE+OO - -
9. 75E-ll
l.94E-08
l.03E-09
1. 20E-09
O.OOE+OO
9.31E-12
3. 35E-09
O.OOE+OO
3.17E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO.
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 94E-09
O.OOE+OO
5.06E-09
O.OOE+OO
O.OOE+OO
0.00E+OO
8.04E-09
4.78E-ll
O.OOE+OO
1. 31E-08
O.OOE+OO
1.56E-10
O.OOE+OO
l.35E-09
-0. OOE+00---
2. 93E-l 0
5.83E-08
3. lOE-09
3.61E-09
O.OOE+OO
2.79E-ll
l.OOE-08
O.OOE+OO
9.52E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.87E-09
O.OOE+OO
l.OlE-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.61E-08
9.56E-ll
O.OOE+OO
2.62E-08
O.OOE+OO
3. llE-10
O.OOE+OO
2.71E-09
O.OOE+OO
5.85E-10
l.17E-07
6.20E-09
7.22E-09
O.OOE+OO
5.59E-ll
2.0lE-08
O.OOE+OO
l.90E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI
LEVEL 1
mg/kg-day
4.52E-08
O.OOE+OO
l.18E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.88E-07
l.12E-09
O.OOE+OO
3.06E-07
O.OOE+OO
3.63E-09
O.OOE+OO
3.16E-08
-0. OOE+OO
6.83E-09
1. 36E-06
7.24E-08
8.42E-08
O.OOE+OO
6.52E-10
2.34E-07
O.OOE+OO
2.22E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI
LEVEL 2
mg/kg-day
1. 36E-07
O.OOE+OO
3.54E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.63E-07
3.35E-09
O.OOE+OO
9.17E-07
O.OOE+OO
I.09E-08
O.OOE+OO
9.48E-08
O,OOE+00-
2.0SE-08
4.08E-06
2.17E-07
2.53E-07
O.OOE+OO
l.96E-09
7.03E-07
0.00E+OO
6.67E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
CDI
LEVEL 3
mg/kg-day
2. 71E-07
1 0. OOE+OO
7.09E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.13E-06
6.70E-09
O.OOE+OO
l.83E-06
O.OOE+OO
2.18E-08
O.OOE+OO
l.90E-07
-O,OOE+OO---
4. lOE-08
8.16E-06
4.34E-07
5.0SE-07
O.OOE+OO
3.91E-09
1. 41E-06
O.OOE+OO
1. 33E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
----SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
** SCENARIO: WORKPLACE,
CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
--JADCO-HUGHES
OPERATIONS AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL l
CLIMATE
FACTOR
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
CDI I
mg/kg-day
6.46E-10
O.OOE+OO
l.69E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.68E-09
l. 59E-ll
O.OOE+OO
4.37E-09
O.OOE+OO
1,2-DICHLOROETHENE (TOT) l.OOE+OO 5.18E-ll
1,2-DICHLOROPROPANE l,OOE+OO O.OOE+OO
ETHYLBENZENE l.OOE+OO 4.SlE-10
2-HEXANONE l.OOE+OO O.OOE+OO
METHYLENE CHLORIDE l.OOE+OO 9. 75E-ll
4-METHYL-2-PENTANONE l.OOE+OO l.94E-08
TETRACHLOROETHYLENE ----·--_l.OOE+OO ___ l .03Ec:09_ -----------TOLUENE ------l.OOE+OO l.20E-09
1,1,l-TRICHLOROETHANE l. OOE+OO O.OOE+OO
1,1,2-TRICHLOROETHANE l.OOE+OO 9.31E-12
TRICHLOROETHENE l.OOE+OO 3.35£-09
VINYL CHLORIDE l. OOE+OO O.OOE+OO
XYLENE (TOTAL) l.OOE+OO 3.17E-09
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l. OOE+OO O.OOE+OO
O.OOE+OO l. OOE+OO O.OOE+OO
O.OOE+OO l. OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l. OOE+OO O.OOE+OO
TOTAL
COMPOUNDS:
MEANS USED:
ADSORBTION
FACTOR
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
!!Ill! 111!1 .. voes PAGE: 3
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
6.46E-10
O.OOE+OO
l.69E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.68E-09
l. 59E-ll
O.OOE+OO
4.37E-09
O.OOE+OO
5.18E-ll
O.OOE+OO
4.SlE-10
O.OOE+OO
9.75E-ll
SF
1/mg/kg-d
NA
2.90E-02
NA
NA
l.30E-Ol
NA
NA
6. lOE-03
NA
9. lOE-02
6.00E-01
NA
NA
NA
NA
7.00E-03
l.94E-08 NA
CDI RfD
RISK mg/kg-day mg/kg/day
O.OOE+OO 4.52E-08 l.OOE-01
O.OOE+OO O.OOE+OO NA
O.OOE+OO l.18E-07 5.00E-02
O.OOE+OO O.OOE+OO l. OOE-01
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO 2.70E-03
O.OOE+OO l.88E-07 NA
9. 72E-14-l.12E-09 l.OOE-02
O.OOE+OO O.OOE+OO l. 20E-Ol
3.97E-10 3.06E-07 NA
O.OOE+OO O.OOE+OO 9.00E-03
O.OOE+OO 3.63E-09 NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO 3.16E-08 l.OOE-01
O.OOE+OO O.OOE+OO NA
6.83E-13 6.83E-09 6.00E-02
O.OOE+OO l. 36E-06 5.00E-02
HAZARD
INDEX
4.52E-07
O.OOE+OO
2.36E-06
O.OOE+OO ,o. OOE+OO
O.OOE+OO
O.OOE+OO
l .12E-07
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.16E-07
O.OOE+OO
l.14E-07
2. 72E-05
1111
_ _ L OOE+OO _ .L 03E=09. __ 5. 10Ea02---5. 2-7E-11--7. 24E-08--l-. OOE-02 -7. 24E-06 ----
l.OOE+OO l. 20E-09 NA O.OOE+OO 8.42E-08 3.00E-01 2.81E-07
l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 9.00E-02 0. OOE+OO
l.OOE+OO 9.31E-12 5.70E-02 5.31£-13 6.52E-10 4.00E-03 l.63E-07
l.OOE+OO 3.35E-09 l.lOE-02 3. 68E-ll 2.34E-07 NA O.OOE+OO
l.OOE+OO O.OOE+OO 2.30E+OO O.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 3.17£-09 NA O.OOE+OO 2.22E-07 2.00E+OO l. llE-07
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO 0. OOE+OO -0.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO 0. OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
4.88E-10 3.83E-05
--SITE:
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE, ** SCENARIO: WORKPLACE,
CHEMICAL
e!!l!I
JADCO-HUGHES COMPOUNDS,
OPERATIONS AREA
ON SITE MEANS USED,
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
LEVEL 2
CLIMATE CDI ADSORBTION
FACTOR mg/kg-day FACTOR
== == lllllll liiilliil
PAGE, 4
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
fiilii
CDI RfD
-
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK mg/kg-day mg/kg/day
HAZARD
INDEX
----------------------------------------------------------------=--------------------===--------------=== ----=====----------ACETONE 1.00E+OO l.94E-09
BENZENE l.OOE+OO O.OOE+OO
2-BUTANONE 1.00E+OO S.06E-09
CARBON DISULFIDE 1.00E+OO O.OOE+OO
CARBON TETRACHLORIDE l.OOE+OO O.OOE+OO
CHLOROBENZENE l.OOE+OO O.OOE+OO
CHLOROETHANE l.OOE+OO 8. 04E-09
CHLOROFORM l.OOE+OO 4. 78E-ll
1,1-DICHLOROETHANE l.OOE+OO O.OOE+OO
1,2-DICHLOROETHANE l.OOE+OO 1. 31E-08
1,1-DICHLOROETHENE l.OOE+OO O.OOE+OO
1,2-DICHLOROETHENE (TOT) l.OOE+OO l.56E-10
1,2-DICHLOROPROPANE l.OOE+OO O.OOE+OO
ETHYLBENZENE l.OOE+OO l.35E-09
2-HEXANONE l.OOE+OO O.OOE+OO
METHYLENE CHLORIDE 1.00E+OO 2.93E-10
4-METHYL-2-PENTANONE 1. OOE+OO 5.83E-08 -------TETRACHLOROETHYLENE--------1. OOE+00--3. lOE-09--
TOLUENE l.OOE+OO 3.61E-09
1,1,1-TRICHLOROETHANE l.OOE+OO O.OOE+OO
1,1,2-TRICHLOROETHANE .1. OOE+OO 2. 79E-ll
TRICHLOROETHENE l.OOE+OO 1.00E-08
VINYL CHLORIDE l.OOE+OO O.OOE+OO
XYLENE (TOTAL) 1.00E+OO 9.52E-09
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
0. OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO
TOTAL
l.OOE+OO 1. 94E-09 NA O.OOE+OO
1. OOE+OO O.OOE+OO 2.90E-02 O.OOE+OO
l.OOE+OO 5.06E-09 NA O.OOE+OO
l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO O.OOE+OO 1. 30E-01 O.OOE+OO
l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 8.04E-09 NA O.OOE+OO
l.OOE+OO 4.78E-ll 6. lOE-03 2.92E-13
l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO l.31E-08 9.lOE-02 1. 19E-09
l.OOE+OO O.OOE+OO 6.00E-01 O.OOE+OO
1. OOE+OO l.56E-10 NA O.OOE+OO
l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO l.35E-09 NA O.OOE+OO
l.OOE+OO O.OOE+OO NA O.OOE+OO
l.OOE+OO 2.93E-10 7.00E-03 2.0SE-12
l.OOE+OO 5.83E-08 NA O.OOE+OO
-1-. OOE+OO ---3.-lOE-09---5.lOE-02-----l.SBE-10-
l.OOE+OO 3.61E-09 NA O.OOE+OO
l.OOE+OO O.OOE+OO NA O.OOE+OO
1.00E+OO 2. 79E-ll 5.70E-02 1. 59E-12
1. OOE+OO l.OOE-08 l.lOE-02 1. llE-10
l.OOE+OO O.OOE+OO 2.30E+OO O.OOE+OO
1. OOE+OO 9.52E-09 NA O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO 0. OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO. O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.46E-09
l.36E-07 l.OOE-01
O.OOE+OO NA
3.54E-07 5.00E-02
O.OOE+OO l.OOE-01
O.OOE+OO NA
O.OOE+OO 2.70E-03
5.63£-07 NA
3.35E-09 l.OOE-02
O.OOE+OO l.20E-01
9.17E-07 NA
O.OOE+OO 9.00E-03
l.09E-08 NA
O.OOE+OO NA
9.48E-08 l.OOE-01
O.OOE+OO NA
2.0SE-08 6.00E-02
4.0BE-06 5.00E-02
-2. HE-07---1 .-OOE-02
2.53E-07 3.00E-01
O.OOE+OO 9.00E-02
l.96E-09 4.00E-03
7.03E-07 NA
O.OOE+OO NA
6.67E-07 2.00E+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
l.36E-06
O.OOE+OO
7.09E-06
O.OOE+OO
1 0. OOE+OO
O.OOE+OO
O.OOE+OO
3.35E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.48E-07
O.OOE+OO
3.41E-07
8.16E-05
2 .-l-7E-05----
8. 42E-07
O.OOE+OO
4.89E-07
O.OOE+OO
O.OOE+OO
3.33E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.lSE-04
---SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
--JADCO-HUGHES
OPERATIONS AREA
ON SITE
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE,
CHEMICAL
LEVEL 3
CLIMATE
FACTOR
CDI
mg/kg-day
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (TOT)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
__ TETRACHLOROETHYLENE------
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
TOTAL
O.OOE+OO
0. OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
-. -1. OOE+00-
1. OOE+OO
1.00E+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
3.87E-09
O.OOE+OO
l.OlE-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.61E-08
9. 56E-ll
O.OOE+OO
2.62E-08
O.OOE+OO
3.llE-10
O.OOE+OO
2. 71E-09
O.OOE+OO
5.85E-10
1.17E-07
---6. 20E-09-
7. 22E-09
O.OOE+OO
5. 59E-ll
2.0lE-08
O.OOE+OO
1. 90E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l!!ll!!J 1!11!1! me
COMPOUNDS: voes PAGE: 5
MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
- -1-. OOE+OO - -
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
3.87E-09 NA
O.OOE+OO
1. OlE-08 NA
O.OOE+OO NA
O.OOE+OO
O.OOE+OO NA
l.61E-08 NA
9.56E-ll
O.OOE+OO NA
2.62E-08
O.OOE+OO
3. llE-10 NA
O.OOE+OO NA
2. 71E-09 NA
O.OOE+OO NA
5.85E-10
2.90E-02
l.30E-01
6.lOE-03
9. lOE-02
6.00E-01
7.00E-03
1. l 7E-07 NA
6-.20E-09---5. lOE-02·
7.22E-09 NA
O.OOE+OO NA
5. 59E-ll
2.0lE-08
O.OOE+OO
l.90E-08 NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.70E-02
l.lOE-02
2.30E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.83E-13
O.OOE+OO
2.38E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.lOE-12
O.OOE+OO
· 3 .-16E-10
O.OOE+OO
O.OOE+OO
3.18E-12
2.21E-10
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.93E-09
CDI RfD
mg/kg-day mg/kg/day
2.71E-07 l.OOE-01
O.OOE+OO NA
7.09E-07 5.00E-02
O.OOE+OO l.OOE-01
O.OOE+OO NA
O.OOE+OO 2.70E-03
l.13E-06 NA
6.70E-09 l.OOE-02
O.OOE+OO l.20E-01
l.83E-06 NA
O.OOE+OO 9.00E-03
2.18E-08 NA
O.OOE+OO NA
l.90E-07 l.OOE-01
O.OOE+OO NA
4.lOE-08 6.00E-02
8.16E-06 5.00E-02
--4·; 34E-07 --rcooE~o2
5.0SE-07 3.00E-01
O.OOE+OO 9.00E-02
3.91E-09 4.00E-03
l.41E-06 NA
O.OOE+OO NA
l.33E-06 2.00E+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
;;a
HAZARD
INDEX
2.71E-06
O.OOE+OO
l.42E-05
O.OOE+OO
(J.OOE+OO
O.OOE+OO
O.OOE+OO
6.70E-07
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.90E-06
O.OOE+OO
6. 83E-07
1. 63E-04 --4-_-34E-05 .
l.68E-06
O.OOE+OO
9.78E-07
O.OOE+OO
0. OOE+OO
6.67E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.30E-04
--------.. f!!!!!9 l!l!I 111111
JADCO~HUGHES COMPOUNDS: BNAs & PCBs PAGE: 1
OPERATIONS AREA
SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
ON SITE MEANS USED,
SUB-SURFACE SOILS
YES -SINGLE MEAN, FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
SF RfD LEVEL 1 LEVEL 2
mg/kg 1/(mg/kg-day) mg/kg-day mg/kg
CHEMICAL
ACENAPHTHENE NA
ANILINE NA
ANTHRACENE NA
BENZO(A)ANTHRACENE NA
BENZO(A)PYRENE NA
BENZO(B)FLUORANTHENE NA
BENZO(G,H,I)PERYLENE NA
BENZO(K)FLUORANTHENE NA
2.00E+OO NA
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE NA
2-CHLOROPHENOL NA
CHRYSENE NA
1,2-DICHLOROBENZENE NA
1,4-DICHLOROBENZENE NA
DI-N-BUTYLPHTHALATE NA
NA
NA
NA
NA
NA
NA
NA
NA
4.00E+OO
1. lOE+OO NA
l.40E-02 2.00E-02
NA
5.00E-02
NA
NA
NA
l.OOE-01
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
2.39E+02 2.39E+02
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
.O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
3.17E+02 3.17E+02
LEVEL 3
mg/kg
_ D_I-=cN=OCTYLPHTHALATE _____ NA __ --NA 0. OOE+OO· - --0·. OOE+OO--
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.39E+02
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.17E+02
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
FLUORANTHENE NA
FLUORENE NA
INDENO(l,2,3-CD)PYRENE NA
2-METHYLNAPHTHALENE NA
2-METHYLPHENOL NA
4-METHYLPHENOL NA
NAPHTHALENE NA
PHENANTHRENE NA
PHENOL NA
PYRENE NA
1,2,4-TRICHLOROBENZENE NA
POLYCHLORINATED BIPHENYLS
NA
NA
NA
NA
5.00E-02
5.00E-02
NA
NA
6.00E-01
NA
2.00E-02
7. 70E+OO NA
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
l.20E+OO 1. 20E+OO 1. 20E+OO
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BCF
NA
NA
NA
NA
NA
NA
NA
NA
NA
6.90E+00
l.60E+OO
NA
NA
NA
5.60E+Ol
5.60E+Ol
---3-.-7 SE+oo-·NA"
NA
NA
NA
NA
NA
NA
NA
NA
Koc
13 .2
65.0
1700.0
1700.0
5.6
l.40E+OO
NA
2. 80E+03
14.2
9200.0
l.OOE+05 5.30E+05
-.. -SITE,
SECTOR,
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
-
•~ SCENARIO: WORKPLACE
--llil!!I 111!!!1 11!!!!!!9 !I!!
I
JADCO-HUGHES COMPOUNDS: BNAs & PCBs PAGE: 2
OPERATIONS AREA
ON SITE MEANS USED: YES -SINGLE MEAN,FROM RI APPENDIX "O"
SUB-SURFACE SOILS NO -MOST LIKELY, 95th PERCENTILE, RME
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
POTENTIAL CARCINOGENS NON-CARCINOGENS
CHEMICAL LEVEL 1
ACENAPHTHENE 30
ANILINE 30
ANTHRACENE 30
BENZO(A)ANTHRACENE 30
BENZO (A) PYRENE 30
BENZO(B)FLUORANTHENE 30
BENZO(G,H,I)PERYLENE 30
2.00E+OO 30
2.00E+OO 30
BIS(2-CHLOROETHYL)ETHER 30
BIS(2-ETHYLHEXYL)PHTHALATE 30
BUTYLBENZYLPHTHALATE 30
2-CHLOROPHENOL 30
CHRYSENE 30
TIME FACTOR-(DAYS)
LEVEL 2
90
90
90
90
90
90
90
90
90
90
90
90
90
90
LEVEL 3
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 3.20E-07 9.60E-07
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
180 O.OOE+OO O.OOE+OO
CDI
LEVEL 3
mg/kg-day
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO 0.00E+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
1.92E-06 2.24E-05 6.72E-05
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
_____ 1,.2~01CHLOROBENZENE---- -------30----90---
90
-·1-80 --o-. OOE+oo---0 ;OOE+oo· --o·. OOE't'OO--o•.-oonoo---o~ OOE+OO
O.OOE+OO O.OOE+OO 0.00E+OO
2.SSE-06 2.97E-05 8.92E-05
O.OOE+OO O.OOE+OO O.OOE+OO.
O.OOE+OO O.OOE+OO 0.00E+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
9.64E-09 1.13E-07 3.38E-07
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO O.OOE+OO
1,4-DICHLOROBENZENE 30 180 O.OOE+OO O.OOE+OO
DI-N-BUTYLPHTHALATE 30 90 180 4.25E-07 1.27E-06
DI-N-OCTYLPHTHALATE 30 90 180 O.OOE+OO O.OOE+OO
FLUORANTHENE 30 90 180 O.OOE+OO O.OOE+OO
FLUORENE 30 90 180 O.OOE+OO O.OOE+OO
INDENO(l,2,3-CD)PYRENE 30 90 180 O.OOE+OO O.OOE+OO
2-METHYLNAPHTHALENE 30 90. 180 O.OOE+OO O.OOE+OO
2-METHYLPHENOL 30 90 180 O.OOE+OO O.OOE+OO
4-METHYLPHENOL 30 90 180 O.OOE+OO O.OOE+OO
NAPHTHALENE 30 90 180 O.OOE+OO O.OOE+OO
PHENANTHRENE 30 90 180 O.OOE+OO O.OOE+OO
PHENOL 30 90 180 O.OOE+OO · 0.00E+OO
PYRENE 30 90 180 O.OOE+OO O.OOE+OO
1,2,4-TRICHLOROBENZENE 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
POLYCHLORINATED BIPHENYLS 30 90 180 1.61E-09 4.82E-09
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO 0.00E+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
O.OOE+OO 30 90 180 O.OOE+OO O.OOE+OO
2.00E+OO
CDI
LEVEL 3
mg/kg-day
0.00E+OO
10.00E+OO
O.OOE+OO
o·. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.34E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
-o:-o·oE+oo--
O.OOE+OO
1. 78E-04
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6. 75E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l!iillil l!!!!!l!!I ll!!!li!I !!!!!I l!!!!l!!!I i==
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
JADCO-HUGHES COMPOUNDS:
OPERATIONS AREA
ON SITE MEANS USED:
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE, LEVEL .1
CLIMATE CDI ADSORBTION
CHEMICAL FACTOR mg/kg-day FACTOR
ACENAPHTHENE 1. OOE+OO O.OOE+OO l.OOE+OO
ANILINE l.OOE+OO O.OOE+OO l.OOE+OO
ANTHRACENE l.OOE+OO O.OOE+OO l.OOE+OO
BENZO(A)ANTHRACENE l.OOE+OO O.OOE+OO l.OOE+OO
BENZO(A)PYRENE l.OOE+OO O.OOE+OO 1. OOE+OO
BENZO(B)FLUORANTHENE l.OOE+OO O.OOE+OO l.OOE+OO
BENZO(G,H,I)PERYLENE l.OOE+OO O.OOE+OO 1. OOE+OO
BENZO(K)FLUORANTHENE l.OOE+OO O.OOE+OO l.OOE+OO
2.00E+OO 1.00E+OO O.OOE+OO l.OOE+OO
BIS(2-CHLOROETHYL)ETHER 1. OOE+OO O.OOE+OO l.OOE+OO
BIS(2-ETHYLHEXYL)PHTHALATE 1. OOE+OO 3.20E-07 l.OOE+OO
BUTYLBENZYLPHTHALATE 1. OOE+OO O.OOE+OO l.OOE+OO
2-CHLOROPHENOL l.OOE+OO O.OOE+OO l.OOE+OO
CHRYSENE 1. OOE+OO O.OOE+OO l.OOE+OO
1,2-DICHLOROBENZENE 1. OOE+OO O.OOE+OO l.OOE+OO
1,4-DICHLOROBENZENE 1. OOE+OO O.OOE+OO l.OOE+OO
DI-N-BUTYLPHTHALATE l.OOE+OO 4.25E-07 l.OOE+OO
== liiiiilil iiiii
BNAs &. PCBs PAGE: 3
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.20E-07
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.25E-07
SF
1/mg/kg-d
NA
NA
NA
NA
NA
NA
NA
NA
NA
l. lOE+OO
1. 40E-02
NA
NA
NA
NA
NA
NA
CDI RfD
RISK mg/kg-day mg/kg/day
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO 0. OOE+OO 4.00E+OO
O.OOE+OO O.OOE+OO NA
4.48E-09 2.24E-05 2.00E-02
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO 5.00E-02
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO O.OOE+OO NA
O.OOE+OO 2.97E-05 1. OOE-01
--_or~N~OCTYLPHTHALATE--. -1. OOE+OO---0. OOE+OO----1.00E+OO---0. OOE+OO -NA--.. -0. OOE+oo--0. OOE+OO ·NA
FLUORANTHENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
FLUORENE 1. OOE+OO O.OOE+OO 1. OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
INDENO(l,2,3-CD)PYRENE 1.00E+OO O.OOE+OO 1. OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLNAPHTHALENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLPHENOL 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
4-METHYLPHENOL 1.00E+OO O.OOE+OO 1. OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
NAPHTHALENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENANTHRENE l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENOL 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 6.00E-01
PYRENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,2,4-TRICHLOROBENZENE 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO 0.00E+OO 2.00E-02
O.OOE+OO 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO· O.OOE+OO O.OOE+OO O.OOE+OO 0. OOE+OO
POLYCHLORINATED BIPHENYLS l.OOE+OO l.61E-09 1.00E+OO l.61E-09 7.70E+OO l.24E-08 1. 13E-07 NA
O.OOE+OO l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO 0. OOE+OO-O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1. OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1. OOE+OO 0.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
TOTAL l.69E-08
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
r O. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.12E-03
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2. 97E-04
O.OOE+oo-
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.42E-03
-
--SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
l!!l!!I l!!!l!!I
JADCO-HUGHES COMPOUNDS:
OPERATIONS AREA
ON SITE MEANS USED:
SUB-SURFACE SOILS
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
** SCENARIO: WORKPLACE, LEVEL 2
CHEMICAL
ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE
2.00E+OO
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
1,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
___ .. -DI cN-OCTYLPHTHALATE-· --
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
1,2,4-TRICHLOROBENZENE
O.OOE+OO
POLYCHLORINATED BIPHENYLS
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
TOTAL
CLIMATE CDI ADSORBTION
FACTOR mg/kg-day FACTOR
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
-LOOE+OO·
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.60E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 27E-06
-OcOOE+OO·
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.82E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
·l: ,OOE+OO·
1.00E+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
1. OOE+OO
l.OOE+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
l .OOE+OO
l.OOE+OO
1.00E+OO
l.OOE+OO
r;;;a l'ii;iiil -iill
BNAs & PCBs PAGE: 4
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d
O.OOE+OO NA
0.00E+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
9.60E-07
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
1.27E-06 NA
·O. OOE+oo· NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
0.00E+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
4.82E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.lOE+OO
l.40E-02
O.OOE+OO
7.70E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.34E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
o·:oOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.71E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
5.06E-08
CDI RfD
mg/kg-day mg/kg/day
O. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
o·. OOE+OO
O.OOE+OO
O.OOE+OO
6.72E-05
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
8. 92E-05
O-:-OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
3.38E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
0. OOE+OO
NA
NA
NA
NA
NA
NA
NA
NA
4.00E+OO
NA
2.00E-02
NA
5.00E-02
NA
NA
NA
l.OOE-01
NA
NA
NA
NA
NA
5.00E-02
5.00E-02
NA
NA
6.00E-01
NA
2.00E-02
O.OOE+OO
NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
3.36E-03
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
8. 92E-04
o·. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.25E-03
----!11!!!!!1 I!!!!! I!!!!!
SITE: JADCO-HUGHES COMPOUNDS:
SECTOR: OPERATIONS AREA
LOCATION: ON SITE MEANS USED:
MEDIA: SUB-SURFACE SOILS
POPULATION:
EXPOSURE:
FUTURE HYPOTHETICAL
POTENTIAL FUTURE TOPSOIL
•• SCENARIO: WORKPLACE,
CHEMICAL
LEVEL 3
CLIMATE
FACTOR
ACENAPHTHENE
ANILINE
ANTHRACENE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
BENZO(B)FLUORANTHENE
BENZO(G,H,I)PERYLENE
BENZO(K)FLUORANTHENE.
2.00E+OO
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
BUTYLBENZYLPHTHALATE
2-CHLOROPHENOL
CHRYSENE
I,2-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYLPHTHALATE
DicN-OCTYLPHTHALATE-------
FLUORANTHENE
FLUORENE
INDENO(l,2,3-CD)PYRENE
2-METHYLNAPHTHALENE
2-METHYLPHENOL
4-METHYLPHENOL
NAPHTHALENE
PHENANTHRENE
PHENOL
PYRENE
I,2,4-TRICHLCROBENZENE
O.OOE+OO
POLYCHLORINATED BIPHENYLS
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
TOTAL
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
I.OOE+OO
I.OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
--1. OOE+OO--
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
1.00E+OO
I. OOE+OO
I.OOE+OO
l.OOE+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
I.OOE+OO
I.OOE+OO
1.00E+OO
1.00E+OO
I.OOE+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
CDI
mg/kg-day
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. 92E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.SSE-06
0. OOE+00-
0. 00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
9.64E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
ADSORBTION
FACTOR
1.00E+OO
l.OOE+OO
1.00E+OO
I.OOE+OO
1.00E+OO
l.OOE+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
I. OOE+OO
1.00E+OO
1.00E+OO
l.OOE+OO
1.00E+OO
--1-. OOE+OO
1.00E+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
I.OOE+OO
I.OOE+OO
1.00E+OO
l.OOE+OO
l.OOE+OO
1.00E+OO
1.00E+OO
1.00E+OO
l.OOE+OO
1. OOE+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
1.00E+OO
1. OOE+OO
1. OOE+OO
1. OOE+OO
1111!1 !;iiiil liliil
BNAs & PCBs PAGE: 5
YES -SINGLE MEAN,FROM RI APPENDIX "0"
NO -MOST LIKELY, 95th PERCENTILE, RME
ADJ. CDI
mg/kg-day
SF
I/mg/kg-d
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO
l.92E-06
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
2.SSE-06 NA
O.OOE+OO-NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
0. OOE+OO -
9.64E-09
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. lOE+OO
1. 40E-02
O.OOE+OO
7.70E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
RISK
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
2.69E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
----o :OOE+oo-
0. 00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
7.43E-08
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1. OlE-07
CDI RfD
mg/kg-day mg/kg/day
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.34E-04
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
I.78E-04
·Q;OOE+oo·
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6.75E-07
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
NA
NA
NA
NA
NA
NA
NA
NA
4.00E+OO
NA
2.00E-02
NA
S.OOE-02
NA
NA
NA
1.00E-01
NA--
NA
NA
NA
NA
S.OOE-02
S.OOE-02
NA
NA
6.00E-OI
NA
2.00E-02
O.OOE+OO
NA
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
liiiii
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
10.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
6. 72E-03
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
1.78E-03
--O.OOE+oo·-
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
8.S!E-03
-
I
I
I
I
I
m
D
I
D
I
I
I
I
•
I
I
I
I
iCI
I
AP~ENDIXC
SURFACE WATER/GROUNDWATER CALCULATIONS
I
I
•
I
m
I
I
I
D
u
I
I
I
I
I
I
I
I
I
SURFAtE WATER
NON-CARCINOGEN ASSESSMENT
I
(SWIMMING)
I
' POTENTIAL FUTURE EXPOSURE
I
-TABLE
SURFACE WATER
JADCO-HUGHES
911!
SECTOR: COMBINED TRIBUTARIES
SF
l!!9 em -=
RfD LEVEL 1
CHEMICAL (1) l /(mg/kg-day) mg/kg-day mg/1
LEVEL 2
mg/1
ACETONE NA 0.100000 0.039670 0.068498
BENZENE 0.052000 NA 0.000766 0.001739
2-BUTANONE NA 0.050000 0.020751 0.035776
CARBON DISULFIDE NA 0 .100000 0.000320 0.000507
CARBON TETRACHLORIDE 0. 130000 NA 0.007247 0.012878
CHLOROBENZENE NA 0.002700 0.001013 0.001478
CHLOROETHANE NA NA 0.000900 NSR
CHLOROFORM 0.081000 NA 0.034351 0.059839
l, 1-DICHLOROETHANE _ NA 0.120000 0.000525 0.000780
1,2-DICHLOROETHANE 0.091000 NA 0.002131 0.003410
1,1-DICHLOROETHENE 0.580000 0.009000 0.000821 0.001244
1,2-DICHLOROETHENE (T) NA NA 0.005089 0.008927
1,2-DICHLOROPROPANE NA NA 0.001022 NSR
ETHYLBENZENE NA 0.100000 0.001211 NSR
2-HEXANONE NA NA 0.005961 NSR
METHYLENE CHLORIDE 0.007500 NA 0.003266 0.005454
4-METHYL-2-PENTANONE NA NA 0.007598 NSR
TETRACHLOROETHENE 0.051000 NA 0 .000728 0.001088
TOLUENE NA _________ O. 300000_ _0.028537-.. 0.049673 ---f;-1, f.:-TRICHLOROETHANE NA 0.540000 0.000661 NSR
1,1,2-TRICHLORO ETHANE 0.057300 NA 0. 000858 NSR
TRICHLOAROETHENE 0.011000 NA 0.000358 0.000556
VINYL CHLORIDE 2.300000 NA 0.017374 0.031805
XYLENE (TOTAL) NA 0.010000 0.001702 0.002800
BENZOIC ACID NA NA 0.002188 NSR
BIS(2-CHLOROETHYL)ETHER 1.100000 NA 0.007576 0.016449
BIS(2-ETHYLHEXYL)PHTHALATE 0.000684 0.020000 0.000116 0.000210
1,2-DICHLOROBENZENE NA NA 0.000127 0.000205
1,3-DICHLOROBENZENE NA NA 0.000147 0.000176
1,4-DICHLOROBENZENE NA NA 0.000350 0.000585
DI-N-BUTYL PHTHALATE NA 0.100000 0.000226 0.000449.
PHENOL NA 0.100000 0.000563 0.001205
1,2,4-TRICHLOROBENZENE NA 0.020000 0.000812 0.001732
NSR: NOT STATISTICALY RELEVAMT
(1) SINGLE DETECTS NOT INCLUDED
aa
LEVEL 3
mg/1
0.148896
0.000060
0.278654
0.000008
0.034896
0.000457
0.000073
0.048943
0.000085
0.003366
0.000005
0.009997
0.003572
0.000031
;;;;; a.
DRINKING
WATER
CRITERIA
mg/1
0.7000
0.0050
0.1700
0.0050
10.0000
NA
0.0570
0.8100
0.0050
0.0070
0.0700
NA
0. 6800
NA
0.0480
0.3500
0.0066
-
BCF
l.OOE+OO
5.20E+OO
l.OOE+OO
1.000000
l.90E+Ol
l.OOE+Ol
l.lOE+OO
3.75E+OO
l.20E+OO
5.60E+OO
l.60E+OO
5.00E+OO
6.00E+OO
3.75E+Ol
NA
5.00E+OO
NA
3.lOE+Ol
0 .140515---2. 4000---1-. 07E+01-
0.2000 5.60E+OO
0.000006 0.0140 5.00E+OO
0.000021 0.0050 l.06E+Ol
0.050283 0.0020 l.17E+OO
0.011712 10.0000 l.50E+Ol
0.002683 NA
0.036878 6.90E+OO
0.000028 NA
0.000247 5.60E+Ol
0.000141 5.60E+Ol
0.000744 5.60E+Ol
0.000422 NA
0.003254 1.40£+00
0.003378 2.80E+03
-liiiii liiii
--------- -----·.
-99
TABLE
EXPOSURE ASSESSMENT SUMMARY-CURRENT CONDITIONS
SWIMMING
SITE: JADCO-HUGHES
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
==
POTENTIAL CARCINOGENS
BASELINE ==-=====--===-================
TIME FACTOR (HRS*DAYS*YEARS) CDI CDI CDI
=----=----===--=-=----=----=---LEVEL 1 LEVEL 2 LEVEL 3
CHEMICAL hours/day days/year years mg/kg-day mg/kg-day mg/kg-day
ACETONE 2.6 7 20 0.000000 0.000008 0.000018
BENZENE 2.6 7 20 0.000000 0.000000 0.000000
2-BUTANONE 2.6 7 20 0.000000 0.000004 0.000034
CARBON DISULFIDE 2.6 7 20 0.000000 0.000000 0.000000
CARBON TETRACHLORIDE 2.6 7 20 0.000000 0.000002 0.000004
CHLOROBENZENE 2.6 7 20 0.000000 0.000000 0.000000
CHLOROETHANE 2.6 7 20 0.000000 0.000000 0.000000
CHLOROFORM 2.6 7 20 0.000000 0.000007 0.000006
1,1-DICHLOROETHANE 2.6
1,2-DICHLOROETHANE 2.6
1,1-DICHLOROETHENE 2.6
1,2-DICHLOROETHENE (T) 2.6
1,2-DICHLOROPROPANE 2.6
ETHYLBENZENE 2.6
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000001 0.000001
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
2-HEXANONE _2 ._6 7_ 20 __ 0.000000 . . 0. 000000. 0. 000000.
METHYLENE c11LORIDE--2. 6 7 20 0.000000 0.000001 0.000000
4-METHYL-2-PENTANONE 2.6 7 20 0.000000 0.000000 0.000000
TETRACHLOROETHENE 2.6 7 20 0.000000 0.000000 0.000000
TOLUENE 2.6 7 20 0.000000 0.000006 0.000017
1,1,1-TRICHLOROETHANE 2.6
1,1,2-TRICHLORO ETHANE 2.6
TRICHLOAROETHENE 2.6
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
VINYL CHLORIDE 2.6 7 20 0.000000 0.000004 0.000006
XYLENE (TOTAL) 2.6
BENZOIC ACID 2.6
7 20 0.000000 0.000000 0.000001
7 20 0.000000 0.000000 0.000000
BIS(2-CHLOROETHYL)ETHER 2.6
BIS(2-ETHYLHEXYL)PHTHALATE 2.6
1,2-DICHLOROBENZENE 2.6
1,3-DICHLOROBENZENE 2.6
1,4-DICHLOROBENZENE 2.6
DI-N-BUTYL PHTHALATE 2.6
7 20 0.000000 0.000002 0.000005
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
PHENOL 2.6 7 20 0.000000 0.000000 0.000000
1,2,4-TRICHLOROBENZENE 2.6
0 2. 6
7 20 0.000000 0.000000 0.000000
7 20 0.000000 0.000000 0.000000
NSR: NOT STATISTICALY RELE 2.6 7 20 0.000000 0.000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
..
NON-CARCINOGENS
============================~
CDI
LEVEL 1
mg/kg-day
0.000001
0.000000
0.000001
0.000000
. 0. 000000
0.000000
0.000000
0.000001
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0. 000000-
0.000000
0.000000
0.000000
0.000001
0.000000
0.000000
0.000000
0.000001
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
CDI
LEVEL 2
mg/kg-day
0.000007
0.000000
0.000004
0.000000
0.000001
0.000000
0.000000
0.000006
0.000000
0.000000
0.000000
0.000001
0.000000
0.000000
0. 000000-
0.000001
0.000000
0.000000
0.000005
0.000000
0.000000
0.000000
0.000003
0.000000
0.000000
0.000002
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
CDI
LEVEL 3
mg/kg-day
0.000042
0.000000
0.000080
0.000000
0.000010
0.000000
0.000000
0.000014
0.000000
0.000001
0.000000
0.000003
0.000000
0.000000
-0.000000
0.000001
0.000000
0.000000
0.000040
0.000000
0.000000
0.000000
0.000014
0.000003
0.000001
0. 000011
0.000000
0.000000
0.000000
0.000000
0.000000
0.000001
0.000001
0.000000
0.000000
-------------
----.. TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
LOCATION: OfF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 1
CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHENE
TOLUENE
--T;LY-'TRICHLOROETHANE -
1,1,2-TRICHLORO ETHANE
TRICHLOAROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYL PHTHALATE
PHENOL
1,2,4-TRICHLOROBENZENE
0
NSR: NOT STATISTICALY RELE
BCF
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2 .. 600000-
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
-
--------
----a!
POTENTIAL CARCINOGEN NON-CARCINOGEN
================~============= =============================
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.000000 NA OE+OO
1.00 0.000000 0.052000 4E-10
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.130000 lE-08
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.081000 3E-08
1.00 0.000000 NA OE+OO
1.00 0.000000 0.091000 2E-09
1.00 0.000000 0.580000 5E-09
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.007500 2E-10
1.00 0.000000 NA OE+OO
1.00 0.000000 0.051000 4E-10
----· 1-cOO-o·. 000000-NA-----□-E+oo
1.00 0.000000 NA OE+OO
1.00 0.000000 0.057300 5E-10
1.00 0.000000 0.011000 4E-ll
1.00 0.000000 2.300000 4E-07
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 1.100000 8E-08
1.00 0.000000 0.000684 8E-13
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.000000 OE+OO
1.00 0.000000 0.000000 OE+OO
5E-07
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000001 0.100000
0.000000 NA
0.000001 0.050000
0.000000 0.100000
0.000000 NA
0.000000 0 .002700
0.000000 NA
0.000001 NA
0.000000 0 .120000
0.000000 NA
0.000000 0.009000
0.000000 NA
0.000000 NA
0.000000 0 .100000
0.000000 NA
0.000000 NA
0.000000 NA
HAZARD
INDEX
0.000014
0.000015
0.000000
0.000013
0.000000
0.000003
0.000000
00 _00_0000 NA .. _ -------
0.000001 0.300000 0.000003
0.000000 0.540000 0.000000
0.000000 NA
0.000000 NA
0.000001 NA
0.000000 0.010000 0. 000006
0.000000 NA
0.000000 NA
0.000000 0.020000 0.000000
0.000000 NA
0.000000 NA
0.000000 NA
0.000000 0.100000 0.000000
0.000000 0.100000 0.000000
0.000000 0.020000 0.000001
0.000000 0.000000
0.000000 0.000000
5.77E-05
liiiii
-----
---TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 2
CHEMICAL
ACETONE
BENZENE.
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
·TETRACHLOROETHENE
--TOLUENE
1 ;1 ;-[~•fRfcHLOROETHANE
1,1,2-TRICHLORO ETHANE
TRICHLOAROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYL PHTHALATE
PHENOL
1,2,4-TRICHLOROBENZENE
0
NSR: NOT STATISTICALY RELE
BCF
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000-
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
------
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.000008 NA OE+OO
1.00 0.000000 0.052000 lE-08
1.00 0.000004 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000002 0.130000 2E-07
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000007 0.081000 6E-07
1.00 0.000000 NA OE+OO
1.00 0.000000 0.091000 4E-08
1.00 0.000000 0.580000 9E-08
1.00 0.000001 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000001 0.007500 5E-09
1.00 0.000000 NA OE+OO
1.00 0.000000 0.051000 ?.E:_09_
.-----1•.oo·-o·.000006· NA ---------·· OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.057300 OE+OO
1.00 0.000000 0.011000 7E-10
1.00 0.000004 2.300000 9E-06
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000002 1.100000 2E-06
1.00 0.000000 0.000684 2E-ll
1.00 0.000000 NA OE+OO
1.00 0. 000000 NA OE+OO
1.00 0. 000000 NA OE+OO
1.00 0. 000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.000000 OE+OO
1.00 0.000000 0.000000 OE+OO
lE-05
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000007 0.100000
0.000000 NA
0.000004 0.050000
0.000000 0.100000
0.000001 NA
0.000000 0.002700
0.000000 NA
0.000006 NA
0.000000 0.120000
0.000000 NA
0.000000 0.009000
0.000001 NA
0.000000 NA
0.000000 0.100000
0.000000 NA
0.000001 NA
0.000000 NA
0.000000 NA.------
0.000005 0.300000
0.000000 0.540000
0.000000 NA
0.000000 NA
0.000003 NA
0.000000 0.010000
0.000000 NA
0.000002 NA
0.000000 0.020000
0.000000 NA
0.000000 NA
0.000000 NA
0.000000 0 .100000
0.000000 0.100000
0.000000 0.020000
0.000000 0.000000
0.000000 0.000000
HAZARD
INDEX
0.000073
0.000077
0.000001
0.000059
0.000001
0.000015
0.000000
0.000018
0.000000
0.000030
0.000001
0.000000
0.000001
0.000009
2.84£-04
------
== == ==
TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 3
CHEMICAL BCF
ACETONE 1.000000
BENZENE 5.200000
2-BUTANONE 1.000000
CARBON DISULFIDE 1.000000
CARBON TETRACHLORIDE 19.000000
CHLOROBENZENE 10.000000
CHLOROETHANE 1.100000
CHLOROFORM 3.750000
1,1-DICHLOROETHANE 1. 200000
1,2-DICHLOROETHANE 5.600000
1,1-DICHLOROETHENE 1.600000
1,2-DICHLOROETHENE (T) 5.000000
1,2-DICHLOROPROPANE 6.000000
ETHYLBENZENE 37.500000
2-HEXANONE NA
METHYLENE CHLORIDE 5.000000
4-METHYL-2-PENTANONE NA
... TETRACHLOROETHENE. 31.000000.
TOLUENE 10.700000
1,1,1-TRICHLOROETHANE 5.600000
1,1,2-TRICHLORO ETHANE 5.000000
TRICHLOAROETHENE 10.600000
VINYL CHLORIDE 1.170000
XYLENE (TOTAL) 15.000000
BENZOIC ACID NA
BIS(2-CHLOROETHYL)ETHER 6.900000
BIS(2-ETHYLHEXYL)PHTHALATENA
1,2-DICHLOROBENZENE 56.000000
1,3-DICHLOROBENZENE 56.000000
1,4-DICHLOROBENZENE 56.000000
DI-N-BUTYL PHTHALATE NA
PHENOL 1.400000
1,2,4-TRICHLOROBENZENE ***********
0 0.000000
NSR: NOT STATISTICALY RELE 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
POTENTIAL CARCINOGEN NON-CARCINOGEN
==-=--------==---------===----=============================
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d
1.00 0.000018 NA
1.00 0.000000 0.052000
1.00 0.000034 NA
1.00 0.000000 NA
1.00 0.000004 0. 130000
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000006 0.081000
1.00 0.000000 NA
1.00 0.000000 0.091000
1.00 0.000000 0.580000
1.00 0.000001 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 0.007500
1.00 0.000000 NA
1.00 0.000000 0.051000--
1.00 0.000017 NA
1.00 0.000000 NA
1.00 0.000000 0.057300
1.00 0.000000 0.011000
1.00 0.000006 2.300000
1.00 0.000001 NA
1.00 0.000000 NA
1.00 0.000005 1.100000
1.00 0.000000 0.000684
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.000000 NA
1.00 0.060000 0.000000
1.00 0.000000 0.000000
RISK
OE+OO
4E-10
OE+OO
OE+OO
6E-07
OE+OO
OE+OO
5E-07
OE+OO
4E-08
4E-10
OE+OO
OE+OO
OE+OO
OE+OO
3E-09
OE+OO
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000042 0.100000
0.000000 NA
0.000080 0.050000
0.000000 0.100000
0.000010 NA
0.000000 0.002700
0.000000 NA
0.000014 NA
0. 000000 0.120000
0.000001 NA
0.000000 0.009000
0.000003 NA
0.000000 NA
0.000000 0.100000
0.000000 NA
0.000001 NA
0.000000 NA
HAZARD
INDEX
0.000425
0.001590
0.000000
0.000048
0.000000
0.000000
0.000000
-2E-10--0. 000000-NA-------
OE+OO 0.000040 0.300000 0.000134
OE+OO 0.000000 0.540000 0.000000
4E-11 0.000000 NA
3E-11 0.000000 NA
lE-05 0.000014 NA
OE+OO 0.000003 0.010000 0.000334
OE+OO 0.000001 NA
5E-06 0.000011 NA
2E-12 0.000000 0.020000 0.000000
OE+OO 0.000000 NA
OE+OO 0.000000 NA
OE+OO 0.000000 NA
OE+OO 0. 000000 0.100000 0.000001
OE+OO 0.000001 0.100000 0.000009
OE+OO 0.000001 0.020000 0.000048
OE+OO 0.000000 0.000000
OE+OO 0.000000 0.000000
2E-05 2.59E-03
------~---.
I
I
•
I
I
I
u
H
I
I
I
I
I
I
I
I
I
I
I
SURFACE WATER ;
CARCINOGEN ASSESSMENT
(SWIMMING)
!
POTENTIAL FUTURE EXPOSURE
TABLE
SURFACE WATER
JADCO-HUGHES
SECTOR, COMBINED TRIBUTARIES
=
SF RfD LEVEL 1
CHEMICAL (1) 1/ (mg/kg-day) mg/kg-day mg/1
ACETONE NA 0 .100000 0.147860
BENZENE 0.052000 NA 0.002856
2-BUTANONE NA 0.050000 0.077345
CARBON DISULFIDE NA 0.100000 0.001192
CARBON TETRACHLORIDE 0. 130000 NA 0. 027011
CHLOROBENZENE NA 0.002700 0.003774
CHLOROETHANE NA NA 0.003356
CHLOROFORM 0.081000 NA 0.128036
1,1-DICHLOROETHANE NA 0.120000 0.001958
1,2-DICHLOROETHANE 0.091000 NA 0.007944
1,1-DICHLOROETHENE 0.580000 0.009000 0.003061
1,2-DICHLOROETHENE (Tl NA NA 0.018967
1,2-DICHLOROPROPANE NA NA 0.003809
ETHYLBENZENE NA 0.100000 0.004513
2-HEXANONE NA NA 0.022218
METHYLENE CHLORIDE 0.007500 NA 0.012172
4-METHYL-2-PENTANONE NA NA 0.028320
TETRACHLOROETHENE 0.051000 NA 0.002714
==
LEVEL 2
mg/1
0.255309
0.006480
0.133345
0.001891
0.048000
0.005509
NSR
0.223036
0.002909
0.012709
0.004636
0.033273
NSR
NSR
NSR
0.020327
NSR
0.004055
LEVEL 3
mg/1
0.554976
0.000223
1. 038618
0.000031
0.130067
0 .001705
0.000273
0.182424
0. 000317
0.012548
0.000020
0.037262
0.013313
0.000114
DRINKING
WATER
CRITERIA
mg/1
0.7000
0.0050
0. 1 700
0.0050
10.0000
NA
0.0570
0.8100
0.0050
0.0070
0.0700
NA
0.6800
NA.
0.0480
0.3500
0.0066
____ TOLUENE ______ -NA---0.300000 ---0.106364---0.185145---0.523.737----2.4000
1,1,1-TRICHLOROETHANE NA 0.540000 0.002465 NSR 0.2000
1,1,2-TRICHLORO ETHANE 0.057300 NA 0.003198 NSR 0.000022 0.0140
TRICHLOAROETHENE 0.011000 NA 0.001335 0.002073 0.000080 0.0050
VINYL CHLORIDE 2.300000 NA 0.064756 0.118545 0.187418 0.0020
XYLENE (TOTAL) NA 0.010000 0.006344 0.010436 0.043656 10.0000
BENZOIC ACID NA NA 0.008156 NSR 0.010000
BIS(2-CHLOROETHYL)ETHER 1.100000 NA 0.028236 0.061309 0.137455
BIS(2-ETHYLHEXYL)PHTHALATE 0.000684 0.020000 0.000432 0.000782 0.000103
1,2-DICHLOROBENZENE NA NA 0.000473 0.000764 0.000921
1,3-DICHLOROBENZENE NA NA 0.000548 0.000655 0.000527
1,4-DICHLOROBENZENE NA NA 0.001304 0.002182 0.002774
DI-N-BUTYL PHTHALATE NA 0.100000 0.000844 0.001673 0.001572
PHENOL NA 0.100000 0.002098 0 .004491 0.012128
1,2,4-TRICHLOROBENZENE NA 0.020000 0.003025 0.006455 0.012591
NSR: NOT STATISTICALY RELEVAMT
( l) SINGLE DETECTS NOT INCLUDED
liiliiil
BCF
1.00E+OO
5.20E+OO
1.00E+OO
1.000000
1.90E+Ol
l.OOE+Ol
l. lOE+OO
3.75E+OO
l.20E+OO
5.60E+OO
l.60E+OO
5.00E+OO
6.00E+OO
3.7SE+Ol
NA
5.00E+OO
NA
3.lOE+Ol
.1. 0.7E+Ol -----------------~
5.60E+OO
5.00E+OO
1. 06E+Ol
l.17E+OO
1. 50E+Ol
NA
6.90E+OO
NA
5.60E+Ol
5.60E+Ol
5.60E+Ol
NA
l.40E+OO
2.80E+03
--iiii iiii ..
TABLE
EXPOSURE ASSESSMENT SUMMARY-CURRENT CONDITIONS
SWIMMING
SITE: JADCO-HUGHES
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
BASELINE
liiili liiiil
POTENTIAL CARCINOGENS NON-CARCINOGENS
============================== =============================
TIME FACTOR (HRS*DAYS*YEARS) CDI CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
===============================LEVEL 1
CHEMICAL hours/day days/year years mg/kg-day
ACETONE 2.6
BENZENE 2.6
2-BUTANONE 2.6
CARBON DISULFIDE 2.6
CARBON TETRACHLORIDE 2.6
CHLOROBENZENE 2.6
CHLOROETHANE 2.6
CHLOROFORM 2.6
1,1-DICHLOROETHANE 2.6
1,2-DICHLOROETHANE 2.6
1,1-DICHLOROETHENE 2.6
1,2-DICHLOROETHENE (T) 2.6
1,2-DICHLOROPROPANE 2.6
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
7 20
0.000002 0.000031 0.000068 0.000005 0.000027 0.000158
0.000000 0.000001 0.000000 0.000000 0.000001 0.000000
0.000001 0.000016 0.000127 0.000003 0.000014 0.000296
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000006 0.000016 ~.000001 0.000005 0.000037
0.000000 0.000001 0.000000 0.000000 0.000001 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000001 0.000027 0.000022 0.000005 0.000024 0.000052
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000002 0.000002 0.000000 0.000001 0.000004
0.000000 0.000001 0.000000 0.000000 0.000000 0.000000
0.000000 0.000004 0.000005 0.000001 0.000004 0.000011
____ ETHYLBENZENE 2.6:---
2-HEXANONE -i.6
7 20
7 -20
-0,000000 0.000000 0.000000 0.000000 0.000000 0.000000 -
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
a--:-o-o·o-o·o·o -o:o·oo·ooo-o·:oooooo-o·.-00000 i--o~ 000000·~0-:-000000----
o. 000000 0.000002 0.000002 0.000000 0.000002 0.000004
0.000000 0.000000 0.000000 0.000001 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000001 0.000023 0.000064 0.000004 0.000020 0.000149
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000001 0.000014 0.000023 0.000002 0.000013 0.000053
0.000000 0.000001 0.000005 0.000000 0.000001 0.000012
0.000000 0.000000 0.000001 0.000000 0.000000 0.000003
0.000000 0.000007 0.000017 0.000001 0.000007 0.000039
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000001
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000001 0.000001 0.000000 0.000000 0.000003
0.000000 0.000001 0.000002 0.000000 0.000001 0.000004
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
METHYLENE CHLORIDE 2.6 7 20
4-METHYL-2-PENTANONE 2.6 7 20
TETRACHLOROETHENE 2.6 7 20
TOLUENE 2.6 7 20
1,1,1-TRICHLOROETHANE 2.6 7 20
1,1,2-TRICHLORO ETHANE 2.6 7 20
TRICHLOAROETHENE 2.6 7 20
VINYL CHLORIDE 2.6 7 20
XYLENE (TOTAL) 2.6 7 20
BENZOIC ACID 2.6 7 20
BIS(2-CHLOROETHYL)ETHER 2.6 7 20
BIS(2-ETHYLHEXYL)PHTHALATE 2.6 7 20
1,2-DICHLOROBENZENE 2.6 7 20
1,3-DICHLOROBENZENE 2.6 7 20
1,4-DICHLOROBENZENE 2.6 7 20
DI-N-BUTYL PHTHALATE 2.6 7 20
PHENOL 2.6 7 20
1,2,4-TRICHLOROBENZENE 2.6 7 20
0 2. 6 7 20
NSR: NOT STATISTICALY RELE 2.6 7 20
(1) SINGLE DETECTS NOT INCLUDED
liiil iiii
TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 1
CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
iiiiil
BCF
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
------TETRACHLOROETHENE-· ---·. --2 ;600000 ---
TOLUENE 2.600000
1,1,1-TRICHLOROETHANE 2.600000
1,1,2-TRICHLORO ETHANE 2.600000
TRICHLOAROETHENE 2.600000
VINYL CHLORIDE 2.600000
XYLENE (TOTAL) 2.600000
BENZOIC ACID 2.600000
BIS(2-CHLOROETHYL)ETHER 2.600000
BIS(2-ETHYLHEXYL)PHTHALATE 2.600000
1,2-DICHLOROBENZENE 2.600000
1,3-DICHLOROBENZENE 2.600000
1,4-DICHLOROBENZENE 2.600000
DI-N-BUTYL PHTHALATE 2.600000
PHENOL 2.600000
1,2,4-TRICHLOROBENZENE 2.600000
0 2.600000
NSR: NOT STATISTICALY RELE 2.600000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
iliiili liiill
POTENTIAL CARCINOGEN NON-CARCINOGEN
============================== ============s================
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.000002 NA OE+OO
1.00 0.000000 0.052000 2E-09
1.00 0.000001 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0. 130000 4E-08
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000001 0.081000 lE-07
1.00 0.000000 NA OE+OO
1.00 0.000000 0.091000 7E-09
1.00 0.000000 0.580000 2E-08
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.007500 9E-10
1.00 0.000000 NA OE+OO
---1-.00 ·o-. 000000-oc 051000---lE-09
1.00 0.000001 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.057300 2E-09
1.00 0.000000 0.011000 lE-10
1.00 0.000001 2.300000 2E-06
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 1.100000 3E-07
1.00 0.000000 0.000684 3E-12
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.000000 OE+OO
1.00 0.000000 0.000000 OE+OO
2E-06
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000005 0.100000
0.000000 NA
0.000003 0.050000
0.000000 0.100000
0.000001 NA
0.000000 0.002700
0.000000 NA
0.000005 NA
0.000000 0.120000
0.000000 NA
0.000000 0.009000
0.000001 NA
0.000000 NA
0.000000 0.100000
0.000001 NA
0.000000 NA
0.000001 NA
HAZARD
INDEX
0.000053
0.000055
0.000000
0.000050
0.000001
0.000012
0.000002
-·00000000-NA --------------
0.000004 0.300000 0.000013
0.000000 0.540000 0.000000
0.000000 NA
0.000000 NA
0.000002 NA
0.000000 0.010000 0.000023
0.000000 NA.
0.000001 NA
0.000000 0.020000 0.000001
0.000000 NA
0.000000 NA
0.000000 NA
0.000000 0 .100000 0.000000
0.000000 0. 100000 0.000001
0.000000 0.020000 0.000005
0.000000 0.000000
0.000000 0.000000
2.15E-04
-
-----~ ----
--- -
TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
-
LOCATION: OFF-SITE CREEK
POPULATION, AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 2
-- -----fiil!I l!!l!9 1!11111
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF ADJ. CDI RfD HAZARD
INDEX CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
TETRACHLOROETHENE
TOLUENE
----1-;""f; 1'...TRICHLOROETHANE
1,1,2-TRICHLORO ETHANE
TRICHLOAROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
l,'4-DICHLOROBENZENE
DI-N-BUTYL PHTHALATE
PHENOL
1,2,4-TRICHLOROBENZENE
BCF
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
--2. 600000------· ----
2. 600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
2.600000
0 2.600000
NSR, NOT STATISTICALY RELE 2.600000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
FACTOR mg/kg-day 1/mg/kg-d RISK mg/kg-day mg/kg/day
1.00 0.000031 NA OE+OO 0.000027 0.100000
1.00 0.000001 0.052000 4E-08 0.000001 NA
1.00 0.000016 NA OE+OO 0.000014 0.050000
1.00 0.000000 NA OE+OO 0.000000 0.100000
1.00 0.000006 0.130000 8E-07 0.000005 NA
1.00 0.000001 NA OE+OO 0.000001 0.002700
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000027 0.081000 2E-06 0.000024 NA
1.00 0.000000 NA OE+OO 0.000000 0.120000
1.00 0.000002 0.091000 lE-07 0.000001 NA
1.00 0.000001 0.580000 3E-07 0.000000 0.009000
1.00 0.000004 NA OE+OO 0.000004 NA
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 0.100000
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000002 0.007500 2E-08 0.000002 NA
1. 00 0. 000000 NA OE+OO O. 000000 NA
1.00 0.000000 0.051000 3E-08 0.000000 .NA_. -
-1 .-oo ---07000023· NA-----1JE+·o·o--o. 000020 o. 300000
1.00 0.000000 NA OE+OO 0.000000 0.540000
1.00 0.000000 0.057300 OE+OO 0.000000 NA
1.00 0.000000 0.011000 3E-09 0.000000 NA
1.00 0.000014 2.300000 3E-05 0.000013 NA
1.00 0.000001 NA OE+OO 0.000001 0.010000
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000007 1.100000 8E-06 0.000007 NA
1.00 0.000000 0.000684 7E-ll 0.000000 0.020000
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 0.100000
1.00 0.000001 NA OE+OO 0.000000 0.100000
1.00 0.000001 NA OE+OO 0.000001 0.020000
1.00 0.000000 0.000000 OE+OO 0.000000 0.000000
1.00 0.000000 0.000000 OE+OO 0.000000 0.000000
5E-05
0.000273
0.000285
0.000002
0.000218
0.000003
0.000055
0.000000
0.000066
0.000000
0.000112
0.000004
0.000002
0.000005
0.000035
1. 06E-03
liliiil
- ---TABLE
RISK ESTIMATE-SWIMMING
SITE: JADCO-HUGHES
--
LOCATION: OFF-SITE CREEK
POPULATION: AREA RESIDENTS
LOCATION: OFF-SITE
LEVEL 3
CHEMICAL BCF
ACETONE 1.000000
BENZENE 5. 200000
2-BUTANONE 1.000000
CARBON DI SULFIDE 1.000000
CARBON TETRACHLORIDE 19.000000
CHLOROBENZENE 10.000000
CHLOROETHANE 1.100000
CHLOROFORM 3.750000
1,1-DICHLOROETHANE 1. 200000
1,2-DICHLOROETHANE 5.600000
1,1-DICHLOROETHENE 1.600000
1,2-DICHLOROETHENE (T) 5.000000
1,2-DICHLOROPROPANE 6.000000
ETHYLBENZENE 37.500000
2-HEXANONE NA
METHYLENE CHLORIDE 5.000000
4-METHYL-2-PENTANONE . NA
TETRACHLOROETHENE 31.000000
_____ TOLUENE -------------10·. 700000 ·
1,1,1-TRICHLOROETHANE 5.600000
1,1,2-TRICHLORO ETHANE 5.000000
TRICHLOAROETHENE 10.600000
VINYL CHLORIDE 1.170000
XYLENE (TOTAL) 15.000000
BENZOIC ACID NA
BIS(2-CHLOROETHYL)ETHER 6.900000
BIS(2-ETHYLHEXYL)PHTHALATENA
1,2-DICHLOROBENZENE 56.000000
1,3-DICHLOROBENZENE 56.000000
1,4-DICHLOROBENZENE 56.000000
DI-N-BUTYL PHTHALATE NA
PHENOL 1. 400000
1,2,4-TRICHLOROBENZENE ***********
0 0.000000
NSR: NOT STATISTICALY RELE 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
-----.. l!!!l!!9
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.000068 NA 0£+00
1.00 0.000000 0.052000 lE-09
1.00 0.000127 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000016 0.130000 2E-06
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000022 0.081000 2E-06
1.00 0.000000 NA OE+OO
1.00 0.000002 0. 091000 lE-07
1.00 0.000000 0.580000 lE-09
1.00 0.000005 NA 0£+00
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000002 0.007500 lE-08
1.00 0.000000 NA OE+OO
1.00 0.000000 0.051000 JEclO
--1 ~oo-·o :000064 NA--------OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.057300 2E-10
1.00 0.000000 0.011000 lE-10
1.00 0.000023 2.300000 5E-05
1.00 0.000005 NA OE+OO
1.00 0.000001 NA OE+OO
1.00 0.000017 1.100000 2E-05
1.00 0.000000 0.000684 9E-12
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA 0£+00
1.00 0.000001 NA OE+OO
1.00 0.000002 NA OE+OO
1.00 0.000000 0.000000 OE+OO
1.00 0.000000 0.000000 OE+OO
8E-05
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000158 0.100000
0.000000 NA
0.000296 0.050000
0.000000 0.100000
0.000037 NA
0.000000 0.002700
0.000000 NA
0.000052 NA
0.000000 0.120000
0.000004 NA
0.000000 0.009000
0.000011 NA
0.000000 NA
0.000000 0 .100000
0.000000 NA
0.000004 NA
0.000000 NA
0. OOOOOO_NA. _ -
0.000149 0.300000
0.000000 0.540000
0.000000 NA
0.000000 NA
0.000053 NA
0.000012 0.010000
0.000003 NA
0.000039 NA
0.000000 0.020000
0.000000 NA
0.000000 NA
0.000001 NA
0.000000 0. 100000
0.000003 0.100000
0.000004 0.020000
0.000000 0.000000
0.000000 0.000000
HAZARD
INDEX
0.001584
0.005927
0.000000
0.000180
0.000001
0.000001
0.000000
0.000498
0.000000
0.001246
0.000001
0.000004
0.000035
0.000180
9.66E-03
---~-----------
--- - --------I!!!!! -SITE:
SECTOR:
LOCATION,
MEDIA,
POPULATION,
EXPOSURE,
DRINK ING WATER
SHOWERING/BATHING RISK
TOTAL OF ALL SCENARIOS
JADCO-HUGHES COMPOUNDS: voes & BNAs
OE'F-SITE
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
PROJECTED FUTURE RESIDENTIAL
RESIDENTIAL
TOTAL CANCER RISK TOTAL NON-CANCER HAZARD
====================-========
LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 1 LEVEL 2 LEVEL 3
3E-02 2E-Ol lE+OO 6.6E+OO l.2E+Ol 5.3E+Ol
3E-02 2E-01 SE-01 3.lE+OO l.OE+Ol 6. IE+Ol
6E-02 4E-01 IE+OO lE+Ol 2E+Ol 1E+02
liiiiil
-
---
---
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
CHEMICAL (1)
ACETONE
BENZENE
2-BUTANONE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE CHLORIDE
4~METHYL-2-PENTANONE
TETRACHLOROETHENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLORO ETHANE
TRICHLOAROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
--.. ------JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 1
OFF-SITE
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
PROJECTED FUTURE RESIDENTIAL
RESIDENTIAL
SF
l /(mg/kg-day)
NA
0.052000
NA
NA
0.130000
NA
NA
0.081000
NA
0.091000
0.580000
NA
NA
NA
NA
0.007500
NA
0.051000
NA
NA
0.057300
0.011000
2.300000
NA
NA
1.100000
RfD LEVEL l LEVEL 2
mg/1 mg/kg-day mg/1
0 .100000 8. 123800 14.042000
NA 0.157060 0.356400
0.050000 4.254000 7.334000
0.100000 0.065540 0.104000
NA 1. 485600 2.640000
0.002700 0.207570 0.303000
NA 0.184560 NSR
NA 7.042000 12.267000
0.120000 0.107700 0.160000
NA 0.436900 0.699000
0.009000 0.168370 0.255000
NA 1.043280 1.830000
NA 0.209510 NSR
0.100000 0.248210 NSR
NA L22VOO:NSR
_NA 0 .669480------l. ll8000-
NA 1.557650 NSR
NA 0.149270 0.223000
0.300000 5.850000 10.183000
0.540000 0.135630 NSR
NA 0.175870 NSR
NA 0.073430 O.ll4000
NA 3.561600 6.529000
0.010000 0.348900 0.574000
NA 0.448570 NSR
NA 1.553000 3.372000
LEVEL 3
mg/1
30.523700
0.012290
57.124000
0.001700
7.153700
0.093750
0.015000
10.033300
0.017420
0.690130
O. OOllOO
2.049430
---0.732200·
0.006280
28.805520
0.001200
0.004390
10.308000
2.401060
0.550000
7.560000
DRINKING
WATER
CRITERIA
mg/1
0.7000
0.0050
0 .1700
0.0050
10.0000
NA
0.0570
0.8100
0.0050
0.0070
0.0700
NA
0.6800
NA
-0 ,0480--
0.3500
0.0066
2.4000
0. 2000
0.0140
0.0050
0.0020
10.0000
BCF
l.OOE+OO
5.20E+OO
l. OOE+OO
1.000000
l.90E+Ol
1.00E+Ol
1. lOE+OO
3.75E+OO
1.20£+00
5.60E+OO
1.60£+00
5.00E+OO
6.00E+OO
3.75£+01
NA
5.00E+OO ------
NA
3.10£+01
l.07E+Ol
5.60£+00
5.00E+OO
l.06E+Ol
l.17E+OO
1.50£+01
NA
6.90E+OO
BIS(2-ETHYLHEXYL)PHTHALATE 0.000684 0.020000 0.023740 0.043000 0.005640 NA
5.60E+Ol 1,2-DICHLOROBENZENE NA NA 0.026040 0.042000' 0.050670
1,3-DICHLOROBENZENE NA NA 0.030120 0.036000 0:029000 5.60E+Ol
1,4-DICHLOROBENZENE NA NA 0.071700 0.120000 0.152570 5.60E+Ol
DI-N-BUTYL PHTHALATE NA 0.100000 0.046430 0.092000 0.086440 NA
PHENOL NA 0.100000 0.115410 0.247000 0.667040 1.40£+00
1,2,4-TRICHLOROBENZENE NA 0.020000 0.166640 0.355000 0.692510 2.80E+03
(1) SINGLE DETECTS NOT INCLUDED
-
-
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
l!lil!J 11!!!!!1 l!!!!9 !!l!I !!!!I == ==
JADCO-HUGHES
OFF-SITE
COMPOUNDS: voes & BNAs PAGE 2
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
PROJECTED FUTURE RESIDENTIAL
** SCENARIO: DRINKING WATER POTENTIAL CARCINOGENS NON-CARCINOGENS
TIME FACTOR
CHEMICAL days/year years
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
CDI
LEVEL 1
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
ACETONE 365 10 0.023211 0.171943 0.872106 0.162476 0.401200 0.872106
BENZENE 365 lD 0.000449 0.004364 0.000351 0.003141 0.010183 0.000351
2-BUTANONE 365 10 0.012154 0.089804 1.632114 0.085080 0.209543 1.632114
CARBON DISULFIDE 365 10 0.000187 0.001273 0.000049 0.001311 0.002971 0.000049
CARBON TETRACHLORIDE 365 10 0.004245 0.032327 0.204391 0.029712 0.075429 0.204391
CHLOROBENZENE 365 10 0.000593 0.003710 0.002679 0.004151 0.008657 0.002679
CHLOROETHANE 365 10 0.000527 0.000000 0.000429 0.003691 0.000000 0.000429
CHLOROFORM 365 10 0.020120 0.150208 0.286666 0.140840 0.350486 0.286666
1,1-DICHLOROETHANE 365 10 0.000308 0.001959 0.000498 0.002154 0.004571 0.000498
1,2-DICHLOROETHANE 365 10 0.001248 0.008559 0.019718 0.008738 0.019971 0.019718
1,1-DICHLOROETHENE 365 10 0.000481 0.003122 0.000031 0.003367 0.007286 0.000031
liliil
1,2-DICHLOROETHENE (T). 365 10 0.002981 0.022408 0.058555 0.020866 0.052286 0.058555
====1•,,2=DICHLOROPROPANE:=========365=====10=0.000599=0.000000=0o:o000000=07004"1'90=0eeOOOOOO=OeeOOOOOO,===========
-ETHYLBENZENE __ __ _ . ___ ---365 --1 o. - - -0. 000709 0. 000000--· --0. 000000 0. 004 964 0. 000000 -O·. 000000
2-HEXANONE 365 10 0.003493 0.000000 0.000000 0.024454 0.000000 0.000000
METHYLENE CHLORIDE 365 10 0.001913 0.013690 0.020920 0.013390 0.031943 0.020920
4-METHYL-2-PENTANONE 365 10 0.004450 0.000000 0.000000 0.031153 0.000000 0.000000
TETRACHLOROETHENE 365 10 0.000426 0.002731 0.000179 0.002985 0.006371 0.000179
TOLUENE 365 10 0.016714 0.124690 0.823015 0.117000 0.290943 0.823015
1,1,1-TRICHLOROETHANE 365 10 0.000388 0.000000 0.000000 0.002713 0.000000 0.000000
1,1,2-TRICHLORO ETHANE 365 10 0.000502 0.000000 0.000034 0.003517 0.000000 0.000034
TRICHLOAROETHENE 365 10 0.000210 0.001396 0.000125 0.001469 0.003257 0.000125
VINYL CHLORIDE 365 10 0.010176 0.079947 0.294514 0.071232 0.186543 0.294514
XYLENE (TOTAL) 365 10 0.000997 0.007029 0.068602 0.006978 0.016400 0.068602
BENZOIC ACID 365 10 0.001282 0.000000 0.015714 0.008971 0.000000 0.015714
BIS(2-CHLOROETHYL)ETHER 365 10 0.004437 0.041290 0.216000 0.031060 0.096343 0.216000
BIS(2-ETHYLHEXYL)PHTHALATE 365 10 0.000068 0.000527 0.000161 0.000475 0.001229 0.000161
1,2-DICHLOROBENZENE 365 10 0.000074 0.000514 0.001448 0.000521 0.001200 0.001448
1,3-DICHLOROBENZENE 365 10 0.000086 0.000441 0.000829 0.000602 0.001029 0.000829
1,4-DICHLOROBENZENE 365 10 0.000205 0.001469 0.004359 0.001434 0.003429 0.004359
DI-N-BUTYL PHTHALATE 365 10 0.000133 0.001127 0.002470 0.000929 0.002629 0.002470
PHENOL 365 10 0.000330 0.003024 0.019058 0.002308 0.007057 0.019058
1,2,4-TRICHLOROBENZENE 365 10 0.000476 0.004347· 0.019786 0.003333 0.010143 0.019786
365 10 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0
0
(1) SINGLE DETECTS NOT INCLUDED
365 10 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
fi!!!!I
--------
1!119 !I!!! !!!!!I 95 l!!!l!9 l!!!!I ==
SITE: JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 3
SECTOR: OFF-SITE
LOCATION: DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
MEDIA: GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION,
EXPOSURE,
LEVEL 1
PROJECTED FUTURE RESIDENTIAL
** SCENARIO:
RESIDENTIAL
DRINKING WATER
CHEMICAL
ACETONE
BENZENE
2-BUTANONE
CARBON DI SULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
1,2-DICHLOROETHENE (T)
1,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
METHYLENE=CHLORIDE
-4 °METHYL-~2~PENTANONE----------
TETRACHLOROETHENE
TOLUENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLORO ETHANE
TRICHLOAROETHENE
VINYL CHLORIDE
XYLENE (TOTAL)
BENZOIC ACID
BIS(2-CHLOROETHYL)ETHER
BIS(2-ETHYLHEXYL)PHTHALATE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DI-N-BUTYL PHTHALATE
PHENOL
1,2,4-TRICHLOROBENZENE
0
0
( 1) SINGLE DETECTS NOT INCLUDED
TOTAL
POTENTIAL CARCINOGENS NON-CARCINOGEN
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/(mg/kg-d)
1.00 0.023211 NA
1.00 0.000449 0.052000
1.00 0.012154 NA
1.00 0.000187 NA
1.00 0.004245 0. 130000
1.00 0.000593 NA
1.00 0.000527 NA
1.00 0.020120 0.081000
1.00 0.000308 NA
1.00 0.001248 0.091000
1.00 0.000481 0.580000
1.00 0.002981 NA
1.00 0.000599 NA
1.00 0.000709 NA
1.00 0.003493 ·NA
r-:'00--0-:-o·onn--o-:-0"015·00
1 :oo·---o. 004 450-NA - -- - ---
1.00 0.000426 0.051000
1.00 0.016714 NA
1.00 0.000388 NA
1.00 0.000502 0.057300
1.00 0.000210 0.011000
1.00 0.010176 2.300000
1.00 0.000997 NA
1.00 0.001282 NA
1.00 0.004437 1.100000
1.00 0.000068 0.000684
1.00 0.000074 NA
1.00 0.000086 NA
1.00 0.000205 NA
1.00 0.000133 NA
1.00 0.000330 NA
1.00 0.000476 NA
1.00 0.000000 0.000000
1.00 0.000000 0.000000
RISK
OE+OO
2E-05
OE+OO
OE+OO
6E-04
OE+DO
OE+OO
2E-03
OE+OO
lE-04
3E-04
OE+OO
OE+OO
OE+OO
OE+OO
ADJ. CDI
mg/kg-d
0.162476
0.003141
0.085080
0.001311
0.029712
0.004151
0.003691
0.140840
0.002154
0.008738
0.003367
0.020866
0.004190
0.004964
RfD
mg/kg-day
0.100000
NA
0.050000
0 .100000
NA
0.002700
NA
NA
0 .120000
NA
0.009000
NA
NA
0.100000
0.024454 NA
lE"o5--o~o l'J39o=NA
-OE+OO -0. 031153-NA
2E-05 0.002985 NA
OE+OO 0.117000 0.300000
OE+OO 0.002713 0.540000
3E-05 0.003517 NA
2E-06 0.001469 NA
2E-02 0.071232 NA
OE+OO 0.006978 0.010000
OE+OO 0.008971 NA
5E-03 0.031060 NA
5E-08 0.000475 0.020000
OE+OO 0.000521 NA
OE+OO 0.000602 NA
OE+OO 0.001434 NA
OE+OO 0.000929 0 .100000
OE+OO 0.002308 0. 100000
OE+OO 0.003333 0.020000
OE+OO 0.000000 0.000000
OE+OO 0.000000 0.000000
3E-02
HAZARD
INDEX
1. 624 760
1.701600
0.013108
1.537556
0.017950
0.374156
0.049642
----
0.390000
0.005023
0.697800
0.023740
0.009286
0.023082
0.166640
7E+OO
----
m!a l!!l!!I l!I!! 1!!!!11!1 I!!!!! 1!!!!11 l!l!l!I f!iii!!I l!l!l!!!!I l!!!l!il
SITE: JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 4
SECTOR: OFF-SITE
LOCATION: DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RM£
MEDIA: GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION: PROJECTED FUTURE RESIDENTIAL
EXPOSURE: RESIDENTIAL
LEVEL 2 CARCINOGENS NON-CARCINOGEN
** SCENARIO: DRINKING WATER
ADSORBTION ADJ. CDI SF
CHEMICAL FACTOR mg/kg-day 1/(mg/kg-d)
ACETONE 1.00 0.171943 NA
BENZENE 1.00 0.004364 0.052000
2-BUTANONE 1.00 0.089804 NA
CARBON DISULFIDE 1.00 0.001273 NA
CARBON TETRACHLORIDE 1.00 0.032327 0 .130000
CHLOROBENZENE 1.00 0.003710 NA
CHLOROETHANE 1.00 0.000000 NA
CHLOROFORM 1.00 0.150208 0.081000
1,1-DICHLOROETHANE 1.00 0.001959 NA
1,2-DICHLOROETHANE 1.00 0.008559 0.091000
1,1-DICHLOROETHENE 1.00 0.003122 0.580000
1,2-DICHLOROETHENE (Tl 1.00 0.022408 NA
1,2-DICHLOROPROPANE 1.00 0.000000 NA
ETHYLBENZENE 1.00 0.000000 NA
2"'HEXANONE 1=coo=o:'oooooo=NA
-METHYLENE-CHLORIDE ----------.. ·1 :oo-0.013690 --0~007500
4-METHYL-2-PENTANONE 1.00 0.000000 NA
TETRACHLOROETHENE 1.00 0.002731 0.051000
TOLUENE 1.00 0.124690 NA
1,1,1-TRICHLOROETHANE 1.00 0.000000 NA
1,1,2-TRICHLORO ETHANE 1.00 0.000000 0.057300
TRICHLOAROETHENE 1.00 0.001396 0.011000
VINYL CHLORIDE 1.00 0.079947 2.300000
XYLENE (TOTAL) 1.00 0.007029 NA
BENZOIC ACID 1.00 0.000000 NA
BJS(2-CHLOROETHYL)ETHER 1.00 0.041290 1.100000
BIS(2-ETHYLHEXYL)PHTHALATE 1.00 0.000527 0.000684
1,2-DICHLOROBENZENE 1.00 0.000514 NA
1,3-DICHLOROBENZENE 1.00 0.000441 NA
1,4-DICHLOROBENZENE 1.00 0.001469 NA
DI-N-BUTYL PHTHALATE 1.00 0. 001127 NA
PHENOL 1.00 0.003024 NA
1,2,4-TRICHLOROBENZENE 1.00 0.004347 NA
0 1.00 0.000000 0.000000
0 1.00 0. 000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
ADJ. CD! RfD
RISK mg/kg-d mg/kg-day
OE+OO 0.401200 0 .100000
2E-04 0.010183 NA
OE+OO 0.209543 0.050000
OE+OO 0.002971 0.100000
4E-03 0.075429 NA
OE+OO 0.008657 0.002700
OE+OO 0.000000 NA
lE-02 0.350486 NA
OE+OO 0.004571 0.120000
8E-04 0.019971 NA
2E-03 0 .007286 0.009000
OE+OO 0.052286 NA
OE+OO 0.000000 NA
OE+OO 0.000000 0.100000
OE+oo=o:'oooooo=NA
·1E~o4-·0.031943· NA--
OE+OO 0.000000 NA
lE-04 0. 006371 NA
OE+OO 0.290943 0.300000
OE+OO 0.000000 0.540000
OE+OO 0. 000000 NA
2E-05 0.003257 NA
2E-01 0.186543 NA
OE+OO 0.016400 0.010000
OE+OO 0.000000 NA
5E-02 0.096343 NA
4E-07 0.001229 0.020000
OE+OO 0.001200 NA
OE+OO 0.001029 NA
OE+OO 0.003429 NA
OE+OO 0.002629 0.100000
OE+OO 0.007057 0. 100000
OE+OO 0.010143 0.020000
OE+OO 0.000000 0.000000
OE+OO 0.000000 0.000000
2E-01
HAZARD
INDEX
4.012000
4.190857
0.029714
3.206349
0.038095
0.809524
0.000000
----------
0.969810
0.000000
1.640000
0.061429
0.026286
0.070571
0.507143
lE+Ol
-
--- -------l!l!i!!!I l!l!!!I l!l!!!!!I
SITE: JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 5
SECTOR:
LOCATION:
MEDIA:
OFF-SITE
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION:
EXPOSURE,
PROJECTED FUTURE RESIDENTIAL
RESIDENTIAL 2.000000
CARCINOGENS NON-CARCINOGEN
LEVEL 3 ===========-===================== =========================-====
*• SCENARIO: DRINKING WATER
CHEMICAL
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/(mg/kg-d) RISK
ADJ. CDI RfD
mg/kg-d mg/kg-day
HAZARD
INDEX
ACETONE 1.00 0.872106 NA
BENZENE 1.00 0.000351 0.052000
2-BUTANONE 1.00 1.632114 NA
CARBON DISULFIDE 1.00 0.000049 NA
CARBON TETRACHLORIDE 1.00 0.204391 0.130000
CHLOROBENZENE 1.00 0.002679 NA
CHLOROETHANE 1.00 0.000429 NA
CHLOROFORM 1.00 0.286666 0.081000
1,1-DICHLOROETHANE 1.00 0.000498 NA
1,2-DICHLOROETHANE 1.00 0.019718 0.091000
1,1-DICHLOROETHENE 1.00 0.000031 0.580000
1,2-DICHLOROETHENE (Tl 1.00 0.058555 NA
1,2-DICHLOROPROPANE 1.00 0.000000 NA
ETHYLBENZENE 1.00 0.000000 NA
2=HEXAN()NE 1~oo=o~oooooo=NA
METHYLENE CHLORIDE _ .1.00---0. 020920--0.007500
4-METHYL-2-PENTANONE 1.00 0.000000 NA
TETRACHLOROETHENE 1.00 0.000179 0.051000
TOLUENE 1.00 0.823015 NA
1,1,1-TRICHLOROETHANE 1.00 0.000000 NA
1,1,2-TRICHLORO ETHANE 1.00 0.000034 0.057300
TRICHLOAROETHENE 1.00 0.000125 0. 011000
VINYL CHLORIDE 1.00 0.294514 2.300000
XYLENE (TOTAL) 1.00 0.068602 NA
BENZOIC ACID 1.00 0.015714 NA
BIS(2-CHLOROETHYL)ETHER 1.00 0.216000 1. 100000
BIS(2-ETHYLHEXYL)PHTHALATE 1.00 0.000161 0.000684
1,2-DICHLOROBENZENE 1.00 0.001448 NA
1,3-DICHLOROBENZENE 1.00 0.000829 NA
1,4-DICHLOROBENZENE 1.00 0.004359 NA
DI-N-BUTYL PHTHALATE 1.00 0.002470 NA
PHENOL 1.00 0.019058 NA
1,2,4-TRICHLOROBENZENE 1.00 0.019786 NA
0 1.00 0.000000 0.000000
0 1.00 0.000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
OE+OO 0.872106 0.100000
2E-05 0.000351 NA
OE+OO 1.632114 0.050000
OE+OO 0.000049 0.100000
3E-02 0.204391 NA
OE+OO 0.002679 0.002700
OE+OO 0.000429 NA
2E-02 0.286666 NA
OE+OO 0.000498 0.120000
2E-03 0.019718 NA
2E-05 0.000031 0.009000
OE+OO 0.058555 NA
OE+OO 0.000000 NA
OE+OO 0.000000 0 .100000
OE+oo=o~oooooo=NA
-----2E-04 -· -0. 020920-NA~
OE+OO 0.000000 NA
9E-06 0.000179 NA
OE+OO 0.823015 0.300000
OE+OO 0.000000 0.540000
2E-06 0.000034 NA
lE-06 0.000125 NA
7E-01 0.294514 NA
OE+OO 0.068602 0.010000
OE+OO 0.015714 NA
2E-01 0.216000 NA
lE-07 0.000161 0.020000
OE+OO 0.001448 NA
OE+OO 0.000829 NA
OE+OO 0.004359 NA
OE+OO 0.002470 0.100000
OE+OO 0.019058 0.100000
OE+OO 0.019786 0.020000
OE+OO 0.000000 0.000000
OE+OO 0.000000 0.000000
lE+OO
8.721057
32.642286
0.000486
0.992063
0.004148
0.003492
0.000000
2.743383
0.000000
6.860171
0.008057
0.024697
0.190583
0.989300
5E+Ol
-------------.. -
SITE: JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 11
SECTOR:
LOCATION:
MEDIA:
OFF-SITE
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION: PROJECTED FUTURE RESIDENTIAL
EXPOSURE: RESIDENTIAL
**SCENARIO: SHOWERING/BATHING RISK POTENTIAL CARCINOGENS NON-CARCINOGENS
BASELINE =-----=------=---=--------=---
TIME FACTOR (HRS•DAYS•YEARS) CDI CDI CDI
--------==----------------=-----LEVEL 1 LEVEL 2 LEVEL 3
CHEMICAL hours/day days/year years mg/kg-day mg/kg-day mg/kg-day
CDI
LEVEL l
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
ACETONE 0.25 104 20 0.021671 0.112377 0.427488 0.075850 0.262213 0.097471
BENZENE 0.25 104 20 0.000419 0.002852 0.000172 0.001466 0.006655 0.000402
2-BUTANONE 0.25 104 20 0.011348 0.058693 0.800027 0.039718 0.136951 1.866731
CARBON DISULFIDE 0.25 104 20 0.000175 0.000832 0.000024 0.000612 0.001942 0.000056
CARBON TETRACHLORIDE 0.25 104 20 0.003963 0.021128 0.100188 0.013871 0.049298 0.233773
CHLOROBENZENE 0.25 104 20 0.000554 0.002425 0.001313 0.001938 0.005658 0.003064
CHLOROETHANE 0.25 104 20 0.000492 0.000000 0.000210 0.001723 0.000000 0.000490
CHLOROFORM 0.25 104 20 0.018786 0.098172 0.140517 0.065749 0.229067 0.327874
1,1-DICHLOROETHANE 0.25 104 20 0.000287 0.001280 0.000244 0.001006 0.002988 0.000569
1,2-DICHLOROETHANE 0.25 104 20 0.001165 0.005594 0.009665 0.004079 0.013053 0.022552
1,1-DICHLOROETHENE 0.25 104 20 0.000449 0.002041 0.000015 0.001572 0.004762 0.000036
1,2-DICHLOROETHENE (T) 0.25 104 20 0.002783 0.014645 0.028702 0.009741 0.034172 0.066972
1,2-DICHLOROPROPANE 0.25 104 20 0.000559 0.000000 0.000000 O.O,OA9.5.6 0 ... 00.0000 0 .. 0_0_0_0_00======
========ETHYLBENZENE=========o-,25===~104=====20=0':"oo 0·6·62=0-:-od:..:,oc;oc;oc;o=-"'o=. ""oo=-o"'o"'oc20"=='0~. 0023.°'1~1:=a;o_"". ""o""o_""o=-oo"'o"'_=_=--o=. 000000
2~HEXANONE _ --0 .·25 --104 --20-o·:0032 62 0-:-000000· ·o :000000· -o-: 01 -1-416 0. 000000 0. 000000
METHYLENE CHLORIDE 0.25 104 20 0.001786 0.008947 0.010255 0.006251 0.020877 0.023927
4-METHYL-2-PENTANONE 0.25 104 20 0.004155 0.000000 0.000000 0.014543 0.000000 0.000000
TETRACHLOROETHENE 0.25 104 20 0.000398 0.001785 0.000088 0.001394 0.004164 0.000205
TOLUENE 0.25 104 20 0.015606 0.081494 0.403424 0.054620 0.190152 0.941323
1,1,1-TRICHLOROETHANE 0.25 104 20 0.000362 0.000000 0.000000 0.001266 0.000000 0.000000
1,1,2-TRICHLORO ETHANE 0.25 104 20 0.000469 0.000000 0.000017 0.001642 0.000000 0.000039
TRICHLOAROETHENE 0.25 104 20 0.000196 0.000912 0.000061 0.000686 0.002129 0.000143
VINYL CHLORIDE 0.25 104 20 0.009501 0.052251 0.144365 0.033254 0.121919 0.336851
XYLENE (TOTAL) 0.25 104 20 0.000931 0.004594 0.033627 0.003258 0.010719 0.078463
BENZOIC ACID 0.25 104 20 0.001197 0.000000 0.007703 0.004188 0.000000 0.017973
BIS(2-CHLOROETHYL)ETHER 0.25 104 20 0.004143 0.026986 0.105879 0.014500 0.062967 0.247050
BIS(2-ETHYLHEXYL)PHTHALATE 0.25 104 20 0.000063 0.000344 0.000079 0.000222 0.000803 0.000184
1,2-DICHLOROBENZENE 0.25 104 20 0.000069 0.000336 0.000710 0.000243 0.000784 0.001656
1,3-DICHLOROBENZENE 0.25 104 20 0.000080 0.000288 0.000406 0.000281 0.000672 0.000948
1,4-DICHLOROBENZENE 0.25 104 20 0.000191 0.000960 0.002137 0.000669 0.002241 0.004986
DI-N-BUTYL PHTHALATE 0.25 104 20 0.000124 0.000736 0.001211 0.000434 0.001718 0.002825
PHENOL 0.25 104 20 0.000308 0.001977 0.009342 0.001078 0.004612 0.021798
1,2,4-TRICHLOROBENZENE 0.25 104 20 0.000445 0.002841 0.009699 0.001556 0.006629 0.022630
0 0.25 104 20 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0 0.25 104 20 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
-
-----
- --SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION,
EXPOSURE,
LEVEL 1
- -- -----.. l!!!!!i!!I I!!!!!!
JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 12
OFE'-SITE DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
PROJECTED FUTURE RESIDENTIAL
RESIDENTIAL
POTENTIAL CARCINOGEN NON-CARCINOGEN
**SCENARIO: SHOWERING/BATHING RISK ============================== =============================
ADJ. CD! RfD HAZARD
INDEX ADSORBTION ADJ. CDI SF
CHEMICAL BCF FACTOR mg/kg-day 1/mg/kg-d RISK mg/kg-day mg/kg/day
ACETONE 0.250000 1.00 0.021671 NA OE+OO 0.075850 0.100000 0.758498
BENZENE 0.250000 1.00 0.000419 0.052000 2E-05 0.001466 NA
2-BUTANONE 0.250000 1.00 0.011348 NA OE+OO 0.039718 0.050000 0.794369
CARBON DISULFIDE 0.250000 1.00 0. 000175 NA OE+OO 0.000612 0.100000 01006119
CARBON TETRACHLORIDE 0.250000 1.00 0.003963 0.130000 5E-04 0.013871 NA
CHLOROBENZENE 0.250000 1.00 0.000554 NA OE+OO 0.001938 0.002700 0.717787
CHLOROETHANE 0.250000 1.00 0.000492 NA OE+OO 0.001723 NA
CHLOROFORM 0.250000 1.00 0.018786 0.081000 2E-03 0.065749 NA
1,1-DICHLOROETHANE 0.250000 1.00 0.000287 NA OE+OO 0.001006 0.120000 0.008380
1,2-DICHLOROETHANE 0.250000 1.00 0.001165 0.091000 lE-04 0.004079 NA
1,1-DICHLOROETHENE 0.250000 1.00 0.000449 0.580000 3E-04 0.001572 0.009000 0.174670
1,2-DICHLOROETHENE (T) 0.250000 1.00 0.002783 NA OE+OO 0.009741 NA
1,2-DICHLOROPROPANE 0.250000 1.00 0.000559 NA OE+OO 0.001956 NA
ETHYLBENZENE 0.250000 1.00 0.000662 NA OE+OO 0.002317 0.100000 0.023175
2-HEXANONE 0.250000 1.00 0.003262 NA OE+OO 0.011416 NA
METHYLENE CHLORIDE 0.250000 1.00 0.001786 0. 00}.500 lE 0_5-0.-c00.625l=NA
4_METHYL~2~PENTANONE 0-;-250000 1':'"o·o 0.00'41'55 NA OE+OO 0. 014543 .NA--------. -
____ TETRACHLOROETHENE --.. -0. 250000 ---r.oo 0.000398 --o.il's'i'ooo ----2E-05 0.001394 NA
1.00 0.015606 NA OE+OO 0.054620 0.300000 0.182066 TOLUENE 0.250000
1,1,1-TRICHLOROETHANE 0.250000 1.00 0.000362 NA OE+OO 0.001266 0.540000 0.002345
1,1,2-TRICHLORO ETHANE 0.250000 1.00 0.000469 0.057300 3E-05 0.001642 NA
TRICHLOAROETHENE 0.250000 1.00 0.000196 0. 011000 2E-06 0.000686 NA
VINYL CHLORIDE 0.250000 1.00 0.009501 2.300000 2E-02 0.033254 NA
XYLENE (TOTAL) 0.250000 1.00 0.000931 NA OE+OO 0.003258 0.010000 0.325759
BENZOIC ACID 0.250000 1.00 0.001197 NA OE+OO 0.004188 NA
BIS(2-CHLOROETHYL)ETHER 0.250000 1.00 o. 004143 1. 100000 5E-03 0.014500 NA
BIS(2-ETHYLHEXYL)PHTHALATE 0.250000 1.00 0.000063 0.000684 4E-08 0.000222 0.020000 0.011083
1,2-DICHLOROBENZENE 0.250000 1.00 0.000069 NA OE+OO 0.000243 NA
1,3-DICHLOROBENZENE 0.250000 1.00 0.000080 NA OE+OO 0.000281 NA
1,4-DICHLOROBENZENE 0.250000 1.00 0.000191 NA OE+OO 0.000669 NA
DI-N-BUTYL PHTHALATE 0.250000 1.00 0.000124 NA OE+OO 0.000434 0.100000 0.004335
PHENOL 0.250000 1.00 0.000308 NA OE+OO 0.001078 0.100000 0. 010776
1,2,4-TRICHLOROBENZENE 0.250000 1.00 0.000445 NA OE+OO 0.001556 0.020000 0.077794
0 0.250000 1.00 0.000000 0.000000 OE+OO 0.000000 0.000000
0 0.250000 1.00 0.000000 0.000000 OE+OO 0.000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 3E-02 3. lOE+OO
lliiiii
--- --- -----SITE: JADCO-HUGHES COMPOUNDS: voes & BNAs PAGE 13
SECTOR:
LOCATION:
MEDIA:
Or'F-SITE
DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION: PROJECTED FUTURE RESIDENTIAL
EXPOSURE: RESIDENTIAL
LEVEL 2 POTENTIAL CARCINOGEN NON-CARCINOGEN
**SCENARIO: SHOWERING/BATHING RISK ADJ. CDI RfD HAZARD
INDEX ADSORBTION ADJ. CDI SF
CHEMICAL BCF FACTOR mg/kg-day 1/mg/kg-d RISK mg/kg-day mg/kg/day
===============-=-==-===-====
ACETONE 0.250000 1.00 0 .112377 NA OE+OO
BENZENE 0.250000 1.00 0.002852 0.052000 lE-04
2-BUTANONE 0.250000 1.00 0.058693 NA OE+OO
CARBON DISULFIDE 0.250000 1.00 0.000832 NA OE+OO
CARBON TETRACHLORIDE 0.250000 1.00 0.021128 0.130000 3E-03
CHLOROBENZENE 0.250000 1.00 0.002425 NA OE+OO
CHLOROETHANE 0.250000 1.00 0.000000 NA OE+OO
CHLOROFORM 0.250000 1.00 0.098172 0.081000 8E-03
1,1-DICHLOROETHANE 0.250000 1.00 0.001280 NA OE+OO
1,2-DICHLOROETHANE 0.250000 1.00 0.005594 0.091000 5E-04
1,1-DICHLOROETHENE 0.250000 1.00 0.002041 0.580000 lE-03
1,2-DICHLOROETHENE (T) 0.250000 1.00 0.014645 NA OE+OO
1,2-DICHLOROPROPANE 0.250000 1.00 0.000000 NA OE+OO
ETHYLBENZENE 0.250000 1.00 0.000000 NA OE+OO
2-HEXANONE 0.250000 1.00 0.000000 NA OE+OO
-METHYLENE CHLORIDE 0.250000 le;,OO=Ose00894J=0';'007500 7E-05
4 METHYL-2-PENTANONE _ 0. 250000 ------1.00--0 .-000000 NA ----·oE+OO
--TETRACHf.oROETHENE 0.250000 1.00 0.001785 0.051000 9E-05
TOLUENE 0.250000 1.00 0.081494 NA OE+OO
1,1,1-TRICHLOROETHANE 0.250000 1.00 0.000000 NA OE+OO
1,1,2-TRICHLORO ETHANE 0.250000 1.00 0.000000 0.057300 OE+OO
TRICHLOAROETHENE 0.250000 1.00 0.000912 0. 011000 lE-05
VINYL CHLORIDE 0.250000 1.00 0.052251 2.300000 lE-01
XYLENE (TOTAL) 0.250000 1.00 0.004594 NA OE+OO
BENZOIC ACID 0.250000 1.00 0.000000 NA OE+OO
BIS(2-CHLOROETHYL)ETHER 0.250000 1.00 0.026986 1.100000 3E-02
BIS(2-ETHYLHEXYL)PHTHALATE 0.250000 1.00 0.000344 0.000684 2E-07
1,2-DICHLOROBENZENE 0.250000 1.00 0.000336 NA OE+OO
1,3-DICHLOROBENZENE 0.250000 1.00 0.000288 NA OE+OO
1,4-DICHLOROBENZENE 0.250000 1.00 0.000960 NA OE+OO
DI-N-BUTYL PHTHALATE 0.250000 . 1. 00 0.000736 NA OE+OO
PHENOL 0.250000 1.00 0.001977 NA OE+OO
1,2,4-TRICHLOROBENZENE 0.250000 1.00 0.002841 NA OE+OO
0 0.250000 1.00 0.000000 0.000000 OE+OO
0 0.250000 1.00 0.000000 0.000000 OE+OO
0.262213 0 .100000 2.622129
0.006655 NA
0.136951 0.050000 2.1739024
0.001942 0.100000 0.019420
0.049298 NA
0.005658 0.002700 2.095578
0.000000 NA
0.229067 NA
0.002988 0.120000 0.024898
0.013053 NA
0.004762 0.009000 0.529082
0.034172 NA
0.000000 NA
0.000000 0.100000 0.000000
0.000000 NA.
0.020877 NA ----o: 000000 NA
0.004164 NA
0.190152 0.300000 0.633840
0.000000 0.540000 0.000000
0.000000 NA
0.002129 NA
0.121919 NA
0.010719 0.010000 1. 071857
0.000000 NA
0.062967 NA
0.000803 0.020000 0.040148
0.000784 NA
0. 000672 NA
0.002241 NA
0.001718 0.100000 0.017180
0.004612 0.100000 0.046123
0.006629 0.020000 0.331454
0.000000 0.000000
0.000000 0.000000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 2E-01 1.02£+01
-
SITE:
--·---- -----f!!li!II !ll!J, -
SITE:
SECTOR:
JADCO-HUGHES
OFF-SITE
COMPOUNDS: voes & BNAs PAGE 14
LOCATION: DOWNGRADIENT WELLS MEANS USED: YES -MEAN, 95th PERCENTILE MEAN, RME
MEDIA: GROUND WATER NO -MEAN, RME, MAXIMUM CONCENTRATION DETECTED
POPULATION,
EXPOSURE,
PROJECTED FUTURE RESIDENTIAL
RESIDENTIAL
LEVEL 3
**SCENARIO: SHOWERING/BATHING RISK
CHEMICAL BCF
ACETONE 1.0000
BENZENE 5.2000
2-BUTANONE 1.0000
CARBON DISULFIDE 1. 0000
CARBON TETRACHLORIDE 19.0000
CHLOROBENZENE 10.0000
CHLOROETHANE 1.1000
CHLOROFORM 3.7500
1,1-DICHLOROETHANE 1. 2000
1,2-DICHLOROETHANE 5.6000
1,1-DICHLOROETHENE 1.6000
1,2-DICHLOROETHENE (T) 5.0000
1,2-DICHLOROPROPANE 6.0000
ETHYLBENZENE 37.5000
2-HEXANONE NA
METHYLENE_CHLORIDE SaOOOO
4 METHYL 2 PENTANONE_ -NA -
TETRACHLOROETHENE 31. 0000
TOLUENE 10.7000
1,1,1-TRICHLOROETHANE 5.6000
1,1,2-TRICHLORO ETHANE 5.0000
TRICHLOAROETHENE 10.6000
VINYL CHLORIDE 1.17 00
XYLENE (TOTAL) 15.0000
BENZOIC ACID NA
BIS(2-CHLOROETHYL)ETHER 6.9000
BIS(2-ETHYLHEXYL)PHTHALATENA
1,2-DICHLOROBENZENE 56.0000
1,3-DICHLOROBENZENE 56.0000
1,4-DICHLOROBENZENE 56.0000
DI-N-BUTYL PHTHALATE NA
PHENOL 1. 4000
1,2,4-TRICHLOROBENZENE 2800.0000
0 0.0000
0 0.0000
(1) SINGLE DETECTS NOT INCLUDED
TOTAL
JADCO-HUGHES
POTENTIAL CARCINOGEN
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.427488 NA OE+OO
1.00 0.000172 0.052000 9E-06
1.00 0.800027 NA OE+OO
1.00 0.000024 NA OE+OO
1.00 0.100188 0.130000 lE-02
1.00 0.001313 NA OE+OO
1.00 0.000210 NA OE+OO
1.00 0.140517 0.081000 lE-02
1.00 0.000244 NA OE+OO
1.00 0.009665 0. 091000 9E-04
1.00 0.000015 0.580000 9E-06
1.00 0.028702 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+0.0
1':'oo=o:'01'02ss 0.007500 SE-OS ------OE+OO ------.---1. 00 -0. 000000
1.00 0.000088
1.00 0.403424
1.00 0.000000
1.00 0. 000017
1.00 0.000061
1.00 0.144365
1.00 0.033627
1.00 0.007703
1.00 0.105879
1.00 0.000079
1.00 0. 000710
1.00 0.000406
1.00 0.002137
1.00 0.001211
1.00 0.009342
1.00 0.009699
1.00 0.000000
1.00 0.000000
COMPOUNDS: voes & BNAs
-NA
0.051000
NA
NA
0.057300
0. 011000
2.300000
NA
NA
1.100000
0. 000684
NA
NA
NA
NA
NA
NA
0.000000
0.000000
4E-06
OE+OO
OE+OO
lE-06
7E-07
3E-01
OE+OO
OE+OO
lE-01
SE-08
OE+OO
OE+OO
OE+OO
OE+OO
OE+OO
OE+OO
OE+OO
OE+OO
SE-01
PAGE 1
NON-CARCINOGEN
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.997471 0 .100000
0.000402 NA
1. 866731 0.050000
0.000056 0.100000
0.233773 NA
0.003064 0. 002700
0.000490 NA
0.327874 NA
0.000569 0.120000
0.022552 NA
0.000036 0.009000
0.066972 NA
0.000000 NA
0.000000 0. 100000
0 ... 000000 NA
0 ._02 3_92_7_ NA
0.000000 NA
0.000205 NA
0.941323 0.300000
0.000000 0.540000
0.000039 NA
0.000143 NA
0.336851 NA
0.078463 0.010000
0.017973 NA
0.247050 NA
0.000184 0.020000
0.001656 NA
0.000948 NA
0.004986 NA
0.002825 0.100000
0.021798 0.100000
0.022630 0. 020000
0.000000 0.000000
0.000000 0.000000
HAZARD
INDEX
9.974709
371.334614
0.000556
1.134673
0.004744
0.003994
o. 0000_00
------
3.137744
0.000000
7.846321
0.009215
0.028247
0.217979
1.131512
6.0BE+Ol
---SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
DRINKING WATER
SHOWERING/BATHING RISK
TOTAL OF ALL SCENARIOS
- --JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
- --.. -COMPOUNDS: voes & BNAs PAGE 11
MEANS USED: YES
NO
-MEAN, RME MEAN, MAX CONCENTRATION
-MOST LIKELY, 95th PERCENTILE, RME
TOTAL CANCER RISK TOTAL NON-CANCER HAZARD
LEVEL l LEVEL 2 LEVEL 3 LEVEL l LEVEL 2 LEVEL 3
3E-07 lE-06 SE-06 5.0E-04 l.4E-03 l.4E-03
3E-07 9E-07 3E-06 2.3E-04 9.3E-04 l.6E-03
SE-07 2E-06 8E-06 7E-04 2E-03 3E-03
t!!!li!
---- --------l!!I!
COMPOUNDS: VOCs & BNAs PAGE 1 SITE,
SECTOR:
LOCATION,
MEDIA:
JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
MEANS USED: YES -MEAN, RM£ MEAN, MAX CONCENTRATION
NO -MOST LIKELY, 95th PERCENTILE, RME
POPULATION,
EXPOSURE,
CHEMICAL (1)
===========-=========
SF RfD
1/(mg/kg-day) mg/kg-day
LEVEL l
mg/1
LEVEL 2
mg/1
LEVEL 3
mg/1
DRINKING
WATER
CRITERIA
mg/1 BCF
ACETONE NA 0.100000 0.7000 l.OOE+OO
BENZENE 0.0520DO NA 0.0050 5.20E+OO
2-BUTANONE NA 0.050000 0.1700 l.OOE+OO
CARBON DISULFIDE NA 0.100000 0.000636 0.002500 0.002500 1.000000
CARBON TETRACHLORIDE 0.130000 NA 0.000286 0.000310 0.000310 0.0050 l.90E+01
CHLOROBENZENE NA 0.002700 10.0000 l.OOE+Ol
CHLOROETHANE NA NA NA 1 . 1 OE+OO
CHLOROFORM 0.081000 NA 0.000270 0.000340 0.000420 0.0570 3.75E+00
1,1-DICHLOROETHANE NA 0.120000 0.8100 l.20E+OO
1,2-DICHLOROETHANE 0.091000 NA 0.0050 5.60E+OO
1,1-DICHLOROETHENE 0.580000 0.009000 0.0070 l.60E+OO
1,2-DICHLOROETHENE (T) NA NA 0.0700 5.00E+OO
1,2-DICHLOROPROPANE NA NA NA 6.00E+OO ETHYLBENZENE NA 0.100000 0.6800 3.75E+Ol
2-HEXANONE NA NA==============~======~=~NA~~o'.'a.aad'IN~A.".oOE'.;'cio=="""'=:=:=:===:===:====: METHYLENE ,\C';H~L~O!;R~Ic!D!!;E~====:==='O .. OOJ500:NA O. 0480 _5. OOE+OO
4-METHYL 2 PENTANONE .NA._ -NA ~ 0-.3500 NA
TETRACHLOROETHENE. 0.051000 NA 0.000760 0.000850 0.002100 0.0066 3.lOE+Ol
TOLUENE NA 0.300000 2.4000 l.07E+Ol
1,1,1-TRICHLOROETHANE NA 0.540000 0.000374 0.000350 0.000350 0.2000 5.60E+OO
1,1,2-TRICHLORO ETHANE 0.057300 NA 0.0140 5.00E+OO
TRICHLOAROETHENE 0.011000 NA 0.0050 l.06E+Ol
VINYL CHLORIDE 2.300000 NA 0.0020 l.17E+00
XYLENE (TOTAL) NA 0.010000 10.0000 l.50E+01
BENZOIC ACID NA NA NA
BIS(2-CHLOROETHYL)ETHER 1.100000 NA 6.90E+OO
BIS(2-ETHYLHEXYL)PHTHALATE 0.000684 0.020000 NA
1,2-DICHLOROBENZENE NA NA 5.60E+Ol
1,3-DICHLOROBENZENE NA NA 5.60E+01
1,4-DICHLOROBENZENE NA NA 5.60E+Ol
DI-N-BUTYL PHTHALATE NA 0.100000 0.001800 0.002400 0.002400 NA
PHENOL NA 0.100000 l.40E+OO
1,2,4-TRICHLOROBENZENE NA 0.020000 2.80E+03
NA
NA
(1) SINGLE DETECTS NOT INCLUDED
--SITE,
SECTOR,
LOCATION,
MEDIA:
POPULATION:
EXPOSURE,
• tSCENARIO:
- ----JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
DRINKING WATER
TIME FACTOR
-- - -
COMPOUNDS: voes & BNAs
MEANS USED, YES
NO
POTENTIAL CARCINOGENS
CHEMICAL days/year years
CDI
LEVEL l
mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
ACETONE 365 10 0.000000 0.000000 0.000000
BENZENE 365 10 0.000000 0.000000 0.000000
2-BUTANONE 365 10 0.000000 0.000000 0.000000
CARBON DISULFIDE 365 10 0.000002 0.000031 0.000071
CARBON TETRACHLORIDE 365 10 0.000001 0.000004 0.000009
CHLOROBENZENE 365 10 0.000000 0.000000 0.000000
CHLOROETHANE 365 10 0.000000 0.000000 0.000000
CHLOROFORM 365 10 0.000001 0.000004 0.000012
1,1-DICHLOROETHANE 365 10 0.000000 0.000000 0.000000
1,2-DICHLOROETHANE 365 10 0.000000 0.000000 0.000000
1,1-DICHLOROETHENE 365 10 0.000000 0.000000 0.000000
1,2-DICHLOROETHENE (T) 365 10 0.000000 0.000000 0.000000
1,2-DICHLOROPROPANE 365 10 0.000000 0.000000 0.000000
ETHYLBENZENE 365 10 0.000000 0.000000 0.000000
2-HEXANONE =========3¾a.6g;5~====10=0.000000 0~000000 O:'Ooo·ooo ====METHY.LENE=CHLORIDE 365 . 10 -0. 000000--0.000000----o. 000000
-4-METHYL-2-PENTANONE -. 365 10 0. 000000 0. 000000 0. 000000
TETRACHLOROETHENE 365 10 0.000002 0.000010 0.000060
TOLUENE 365 10 0.000000 0.000000 0.000000
1,1,1-TRICHLOROETHANE 365 10 0.000001 0.000004 0.000010
1,1,2-TRICHLORO ETHANE 365 10 0.000000 0.000000 0.000000
TRICHLOAROETHENE 365 . 10 0. 000000 0. 000000 0. 000000
VINYL CHLORIDE 365 10 0.000000 0.000000 0.000000
XYLENE (TOTAL) 365 10 0.000000 0.000000 0.000000
BENZOIC ACID 365 10 0.000000 0.000000 0.000000
BIS(2-CHLOROETHYL)ETHER 365 10 0.000000 0.000000 0.000000
BIS(2-ETHYLHEXYL)PHTHALATE 365 10 0.000000 0.000000 0.000000
1,2-D!CHLOROBENZENE 365 10 0.000000 0.000000 0.000000
1,3-DICHLOROBENZENE 365 10 0.000000 0.000000 0.000000
1,4-DICHLOROBENZENE 365 10 0.000000 0.000000 0.000000
DI-N-BUTYL PHTHALATE 365 10 0.000005 0.000029 0.000069
PHENOL 365 10 0.000000 0.000000 0.000000
1,2,4-TRICHLOROBENZENE 365 10 0.000000 0.000000 0.000000
0
0
(1) SINGLE DETECTS NOT INCLUDED
365 10 0.000000 0.000000 0.000000
365 10 0.000000 0.000000 0.000000
--PAGE 2
CDI
LEVEL l
mg/kg-day
0.000000
0.000000
0.000000
0. 000013
0.000006
0.000000
0.000000
0.000005
0.000000
0.000000
0.000000
0.000000
0.000000
0. 00000_0
o. ooo·o·oo
-o·. 0000·00
0.000000
0.000015
0.000000
0.000007
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000036
0.000000
0.000000
0.000000
0.000000
-
NON-CARCINOGENS
CDI
LEVEL 2
mg/kg-day
CDI
LEVEL 3
mg/kg-day
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000071 0.000071
0.000009 0.000009
0.000000 0.000000
0.000000 0.000000
0.000010 0.000012
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0 ... 00000_0=0 .. 000000==========
_ 0 ,00.0000 __ .0. 000000 -- -
0.000000 0.000000
0.000000 0.000000
0.000024 0.000060
0.000000 0.000000
0.000010 0.000010
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000069 0.000069
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
-SITE,
SECTOR,
LOCATION:
MEDIA:
-
POPULATION:
EXPOSURE,
----JADCO-HUGHES
DOWNGRAOIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
-~scENARIO: DRINKING WATER
LEVEL 1
- -- ---COMPOUNDS: voes & BNAs PAGE 3
MEANS USED: YES -MEAN, RME MEAN, MAX CONCENTRATION
NO -MOST LIKELY, 95th PERCENTILE, RME
POTENTIAL CARCINOGENS NON-CARCINOGEN
ADSORBTION ADJ. CDI SF ADJ. CDI RfD
CHEMICAL FACTOR mg/kg-day 1/(mg/kg-d) RISK mg/kg-d mg/kg-day
ACETONE 1.00 0.000000 NA OE+OO 0.000000 0.100000
BENZENE 1.00 0.000000 0.052000 OE+OO 0.000000 NA
2-BUTANONE 1.00 0.000000 NA OE+OO 0.000000 0.050000
CARBON DISULFIDE 1.00 0.000002 NA OE+OO 0.000013 0.100000
CARBON TETRACHLORIDE 1.00 0.000001 0.130000 lE-07 0.000006 NA
CHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.002700
CHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 NA
CHLOROFORM 1.00 0.000001 0.081000 GE-08 0.000005 NA
1,1-DICHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 0 .120000
1,2-DICHLOROETHANE 1.00 0.000000 0.091000 OE+OO 0.000000 NA
1,1-DICHLOROETHENE 1.00 0.000000 0.580000 OE+OO 0.000000 0.009000
1,2-DICHLOROETHENE (T) 1.00 0.000000 NA OE+OO 0.000000 NA
1,2-DICHLOROPROPANE 1.00 0.000000 NA OE+OO 0.000000 NA
ETHYLBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.100000
2-HEXANONE 1.00 0.000000 NA OE+OO 0.000000 NA
METHYLENE CHLORIDE 1.00 o·. 00.0.0.0.0 0 ._00}500 OE+OO=O~oooooo=NA
4=METHYL=2~PENTANONE 1.00 0.000000 NA . -OE+OO -o~OOOOOO ·NA· -----
__ TETRACHLOROETHENE -. ·coo -·o·. 0·00002 0.051000 lE-07 0.000015 NA
0.000000 NA OE+OO 0.000000 0.300000 TOLUENE 1.00
1,1,1-TRICHLOROETHANE 1.00 0.000001 NA OE+OO 0.000007 0.540000
1,1,2-TRICHLORO ETHANE 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 1.00 0.000000 0.011000 OE+OO 0.000000 NA
VINYL CHLORIDE 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 1.00 0.000000 NA OE+D0 0.000000 0.010000
BENZOIC ACID 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATE 1.00 0.000000 0.000684 OE+OO 0.000000 0.020000
1,2-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,4-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE 1.00 0.000005 NA OE+OO 0.000036 0.100000
PHENOL 1.00 0.000000 NA OE+OO 0.000000 0.100000
1,2,4-TRICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.020000
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 3E-07
HAZARD
INDEX
0.000000
0.000000
0.000127
0.000000
0.000000
0.000000
0.000000
0.000000
0.000014
0.000000
0.000000
0.000360
0.000000
0.000000
SE-04
) -111111 ---1!111 ------SITE:
SECTOR:
LOCATION:
MEDIA,
POPULATION,
EXPOSURE,
JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
**SCENARIO: DRINKING WATER
LEVEL 2
COMPOUNDS: voes & BNAs PAGE 4
MEANS USED: YES -MEAN, RME MEAN, MAX CONCENTRATION
NO -MOST LIKELY, 95th PERCENTILE, RME
CARCINOGENS NON-CARCINOGEN
ADSORBTION ADJ. CDI SF ADJ. CDI RfD
CHEMICAL FACTOR mg/kg-day 1/(mg/kg-d) RISK mg/kg-d mg/kg-day
ACETONE 1.00 0.000000 NA OE+OO 0.000000 o. 100000
BENZENE 1.00 0.000000 0.052000 OE+OO 0.000000 NA
2-BUTANONE 1.00 0.000000 NA OE+OO 0.000000 0.050000
CARBON DISULFIDE 1.00 0.000031 NA OE+OO 0.000071 0.100000
CARBON TETRACHLORIDE 1.00 0.000004 0.130000 5E-07 0.000009 NA
CHLOROBENZENE 1.00 0. 000000 NA OE+OO 0.000000 0. 002700
CHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 NA
CHLOROFORM 1.00 0.000004 0.081000 3E-07 0.000010 NA
1,1-DICHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 0.120000
1,2-DICHLOROETHANE 1.00 0.000000 0.091000 OE+OO 0.000000 NA
1,1-DICHLOROETHENE 1.00 0.000000 0.580000 OE+OO 0.000000 0.009000
1,2-DICHLOROETHENE (Tl 1.00 0.000000 NA OE+OO 0.000000 NA
1,2-DICHLOROPROPANE 1.00 0.000000 NA OE+OO 0.000000 NA
ETHYLBENZENE 1.00 0.000000 NA OE+OO 0.000000 o .100000
2-HEXANONE 1.00 0.000000 NA OE+OO 0.000000 NA
METHYLENE CHLORIDE 1 .. 00=0-.-.000000 0-:-007 500 oE+oo-0.000000 NA
4~METHYL~2=PENTANONE ------1 .. 00 _ .. 0. 000000 -NA-· OE+oo--o: 000000· NA
-TETRACHLOROETHENE--1.00 0.000010 0.051000 5E-07 0.000024 NA
TOLUENE 1.00 0.000000 NA OE+OO 0.000000 0.300000
1,1,1-TRICHLOROETHANE 1.00 0.000004 NA OE+OO 0.000010 0.540000
1,1,2-TRICHLORO ETHANE 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 1.00 0.000000 0.011000 OE+OO 0.000000 NA
VINYL CHLORIDE 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 1.00 0.000000 NA OE+OO 0.000000 0.010000
BENZOIC ACID 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATE 1.00 0.000000 0.000684 OE+OO 0.000000 0.020000
1,2-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,4-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE 1.00 0.000029 NA OE+OO 0.000069 0.100000
PHENOL 1.00 0.000000 NA OE+OO 0.000000 0.100000
1,2,4-TRICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.020000
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL lE-06
HAZARD
INDEX
0.000000
0.000000
0.000714
0.000000
0.000000
0.000000
0.000000
-·-----
0.000000
0.000019
0.000000
0.000000
0.000686
0.000000
0.000000
lE-03
-SITE:
SECTOR,
LOCATION:
MEDIA:
-
POPULATION:
---JADCO-HlJGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
-----COMPOUNDS: voes & BNAs PAGE 5
MEANS USED: YES -MEAN, RME MEAN, MAX CONCENTRATION
NO -MOST LIKELY, 95th PERCENTILE, RME
EXPOSURE:
**SCENARIO: DRINK I NG WATER CARCINOGENS NON-CARCINOGEN
LEVEL 3
ADSORBTION ADJ. CDI SF ADJ. CDI RfD
CHEMICAL FACTOR mg/kg-day 1/(mg/kg-d) RISK mg/kg-d mg/kg-day
ACETONE 1.00 D.000000 NA OE+OO 0.000000 0 .100000
BENZENE 1.00 0.00D000 0.0520D0 OE+OO 0.000000 NA
2-BUTANONE 1.00 0.000000 NA OE+OO 0.000000 0.050000
CARBON DISULFIDE 1.0D 0. 000071 NA OE+OO 0. 000D71 0.100000
CARBON TETRACHLORIDE 1.00 0.000009 0 .130000 lE-06 0.000009 NA
CHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.002700
CHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 NA
CHLOROFORM 1.00 0.000012 0.081000 lE-06 0.000012 NA
1,1-DICHLOROETHANE 1.00 0.000000 NA OE+OO 0.000000 0.120000
1,2-DICHLOROETHANE 1.00 0.000000 0. 091000 OE+OO 0.000000 NA
1,1-DICHLOROETHENE 1.00 0.000000 0.580000 OE+OO 0.000000 0.009000
1,2-DICHLOROETHENE (T) 1.00 0.000000 NA OE+OO 0.000000 NA
1,2-DICHLOROPROPANE 1.00 0.000000 NA OE+OO 0.000000 NA
ETHYLBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.100000
2-HEXANONE 1.00 0.000000 NA OE+OO 0.000000 NA
METHYLENE CHLORIDE 1.00 0.000000 0.007500 OE+OO 0.000000 o. o·o·o·o·o·o NA
HAZARD
INDEX
0.000000
0.000000
0.000714
0.000000
0.000000
0.000000
0.000000
4-METHYL=2=PENTANONE 1,00 o~oooooo~NA OE+OO NA. ··------·-
TETRACHLORO~THENE . ----1. 00· o, 000060---·00·051000· -. . ~ 3E-06 0. 0·00060 NA -------
TOLUENE 1.00 0.000D00 NA OE+OO 0.000000 0.300000 0.000000
1,1,1-TRICHLOROETHANE 1.00 0.000010 NA OE+OO 0.000010 0.540000 0.000019
1,1,2-TRICHLORO ETHANE 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 1.00 0.000000 0.011000 OE+OO 0.000000 NA
VINYL CHLORIDE 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 1.00 0.000000 NA OE+OO 0.000000 0.010000 0.000000
BENZOIC ACID 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATE 1.00 0.000000 0.000684 OE+OO 0.000000 0.020000 0.000000
1,2-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
1,4-DICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE 1.00 0.000069 NA OE+OO 0.000069 0.100000 0.000686
PHENOL 1.00 0.000000 NA OE+OO 0.000000 0.100000 0.000000
1,2,4-TRICHLOROBENZENE 1.00 0.000000 NA OE+OO 0.000000 0.020000 0.000000
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 1.00 0.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 5E-06 lE-03
== ;;;;,
----..
-SITE:
SECTOR:
LOCATION:
MEDIA,
POPULATION,
EXPOSURE:
----JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
------COMPOUNDS: voes & BNAs PAGE 12
MEANS USED: YES
NO
-MEAN, RME MEAN, MAX CONCENTRATION
-MOST LIKELY, 95th PERCENTILE, RME
!!!!!
••SCENARIO: SHOWERING/BATHING POTENTIAL CARCINOGENS NON-CARCINOGENS
BASELINE ~=============================
TIME FACTOR (HRS*DAYS*YEARS) CDI CDI CDI
-------=--=======-•-=-=----------LEVEL l LEVEL 2 LEVEL 3
CHEMICAL hours/day days/year years mg/kg-day mg/kg-day mg/kg-day
ACETONE 0.25 104 20 0.000000 0.000000 0.000000
BENZENE 0.25 104 20 0.000000 0.000000 0.000000
2-BUTANONE 0.25 104 20 0.000000 0.000000 0.000000
CARBON DISULFIDE 0.25 104 20 0.000002 0.000020 0.000035
CARBON TETRACHLORIDE 0.25 104 20 0.000001 0.000002 0.000004
CHLOROBENZENE 0.25 104 20 0.000000 0.000000 0.000000
CHLOROETHANE 0.25 104 20 0.000000 0.000000 0.000000
CHLOROFORM 0 .25 104 20 0.000001 0.000003 0.000006
l,l-DICHLOROETHANE 0.25 104 20 0.000000 0.000000 0.000000
l,2-DICHLOROETHANE 0.25 104 20 0.000000 0.000000 0.000000
l,l-DICHLOROETHENE 0.25 104 20 0.000000 0.000000 0.000000
l,2-DICHLOROETHENE (T) 0. 25 104 20 0.000000 0.000000 0.000000
l,2-DICHLOROPROPANE D.25 104 20 0.000000 0.000000 0.000000
ETHYLBENZENE 0.25 104 20 0.000000 0.000000 0 ._0_00_000
2-HEXANONE 0 .. 25 104 20=0':'00000·0 0.000000 0. 0·00000
METHYLENE CHLORIDE .0.25-104 · 20 -o 0000000-o·. 000000 --· o .600600
· 4=METHYL-2~PENTANONE 0.25 104 20 0.000000 0.000000 0.000000
TETRACHLOROETHENE 0.25 104 20 0.000002 0.000007 0.000029
TOLUENE 0.25 104 20 0.000000 0.000000 0.000000
l,l,l-TRICHLOROETHANE 0. 25 104 20 0.000001 0.000003 0.000005
l,l,2-TRICHLORO ETHANE 0.25 104 20 0.000000 0.000000 0.000000
TRICHLOAROETHENE 0.25 104 20 0.000000 0.000000 0.000000
VINYL CHLORIDE 0.25 104 20 0.000000 0.000000 0.000000
XYLENE (TOTAL) 0.25 104 20 0.000000 0.000000 0.000000
BENZO!C ACID 0.25 104 20 0.000000 0.000000 0.000000
BIS(2-CHLOROETHYL)ETHER 0.25 104 20 0.000000 0.000000 0.000000
BIS(2-ETHYLHEXYL)PHTHALATE 0.25 104 20 0.000000 0.000000 0. 000000
l,2-DICHLOROBENZENE 0. 25 104 20 0.000000 0.000000 0.000000
l,3-DICHLOROBENZENE 0.25 104 20 0.000000 0.000000 0.000000
l,4-DICHLOROBENZENE 0.25 104 20 0.000000 0.000000 0.000000
DI-N-BUTYL PHTHALATE 0.25 104 20 0.000005 0.000019 0.000034
PHENOL 0.25 104 20 0.000000 0.000000 0.000000
l,2,4-TRICHLOROBENZENE 0.25 104 20 0.000000 0.000000 0.000000
0 0.25 104 20 0.000000 0.000000 0.000000
0 0.25 104 20 0.000000 2.000000 0.000000
( l) SINGLE DETECTS NOT INCLUDED
CDI
LEVEL l
mg/kg-day
0.000000
0.000000
0.000000
0.000006
0.000003
0.000000
0.000000
0.000003
0.000000
0.000000
0.000000
0.000000
0.000000
CDI
LEVEL 2
CDI
LEVEL 3
mg/kg-day mg/kg-day
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000047 0.000082
0.000006 0.000010
0.000000 0.000000
0.000000 0.000000
0.000006 0.000014
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
0.000000 0.000000
O ... OO_O_OOQ=O •. 000000=0c000000
. o_._000000. 0.000000-0.000000 -
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000007 0.000016 0.000069
0.000000 0.000000 0.000000
0.000003 0.000007 0 .OOOOll
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000017 0.000045 0.000078
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
-SITE,
SECTOR:
LOCATION:
MEDIA:
POPULATION,
EXPOSURE,
-----JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
**SCENARIO: SHOWERING/BATHING
LEVEL 1
CHEMICAL BCF
ACETONE 0.250000
BENZENE 0.250000
2-BUTANONE 0.250000
CARBON DISULFIDE 0.250000
CARBON TETRACHLORIDE 0.250000
CHLOROBENZENE 0. 250000
CHLOROETHANE 0.250000
CHLOROFORM 0.250000
1,1-DICHLOROETHANE 0.250000
1,2-DICHLOROETHANE 0.250000
1,1-DICHLOROETHENE 0.250000
1,2-DICHLOROETHENE (Tl 0. 250000
1,2-DICHLOROPROPANE 0.250000
ETHYLBENZENE 0.250000
2-HEXANONE 0. 250D00
METHYLENE CHLORIDE 0.250000
- ------COMPOUNDS: voes & BNAs PAGE 13
MEANS USED: YES
NO
-MEAN, RME MEAN, MAX CONCENTRATION
-MOST LIKELY, 95th PERCENTILE, RME
I!!!!!!
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF ADJ. CDI RfD
FACTOR mg/kg-day 1/mg/kg-d RISK mg/kg-day mg/kg/day
1.00 0.000000 NA OE+OO 0.000000 0.100000
1.00 0.000000 0.052000 OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 0.050000
1.00 0.000002 NA OE+OO 0.000006 0.100000
1.00 0.000001 0.130000 lE-07 0.000003 NA
1.00 0.000000 NA OE+OO 0.000000 0.002700
1.00 0.000000 NA OE+OO 0.000000 NA
1.00 0.000001 0.081000 6E-08 0.000003 NA
1.00 0.000000 NA OE+OO 0.000000 0.120000
1.00 0.000000 0.091000 OE+OO 0.000000 NA
1.00 0.000000 0.580000 OE+OO 0.000000 0.009000
1.00 0.0D0000 NA OE+OO 0.000000 NA
1.00 0.0D0000 NA OE+OO 0.000000 NA
1.00 0.000000 NA OE+OO 0.000000 0.100000
1.00 0.000000 NA OE+OO 0.000000 NA
L.oo=o-aoooooo=o~oo1500 OE+o·o-o. 000000 NA
1. 00 -.O. 000000-NA ----OE+OO -o·. 000000 NA
HAZARD
INDEX
0.000000
0.000000
0.000059
0.000000
0.000000
0.000000
0.000000
4=METHYL-2~PENTANONE 0.250000 ------ -0.051000 lE-07 0.000007 NA -TETRACHLOROETHENE· --0. 250000 1.00 0.000002
TOLUENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.300000 0.000000
1,1,1-TRICHLOROETHANE 0.250000 1.00 0.0D0001 NA OE+OO 0.000003 0.540D00 0.000006
1,1,2-TRICHLORO ETHANE 0.250000 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 0.250000 1.00 0.000000 0.011000 OE+OO 0.000000 NA
VINYL CHLORIDE 0.250000 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.010000 0.000000
BENZOIC ACID 0. 250000 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 0.250000 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATE 0.250000 ,1.00 0.000000 0.000684 OE+OO 0.000000 0.020000 0.000000
1,2-DICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0 .. 000000 NA
1,4-DICHLOROBENZENE 0. 250000 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE 0. 250000 1.00 0.000005 NA OE+OO 0.000017 0.100000 0.000168
PHENOL 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.100000 0.000000
1,2,4-TRICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.020000 0.000000
0 0.250000 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 0.250000 1.00 0.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 3E-07 2.34E-04
------
--
SITE:
SECTOR:
LOCATION:
MEDIA,
POPULATION,
EXPOSURE,
--- --JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION
- ------COMPOUNDS: voes & BNAs PAGE 14
MEANS USED: YES
NO
. -MEAN, RME MEAN, MAX CONCENTRATION
-MOST LIKELY, 95th PERCENTILE, RME
1!11
••SCENARIO: SHOWERING/BATHING
LEVEL 2
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF ADJ. CDI RfD
CHEMICAL BCF FACTOR mg/kg-day 1/mg/kg-d RISK mg/kg-day mg/kg/day
ACETONE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.100000
BENZENE 0.250000 1.00 0.000000 0.052000 OE+OO 0.000000 NA
2-BUTANONE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.050000
CARBON DISULFIDE 0.250000 1.00 0.000020 NA OE+OO 0.000047 0.100000
CARBON TETRACHLORIDE 0.250000 1.00 0.000002 0.130000 3E-07 0.000006 NA
CHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.002700
CHLOROETHANE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
CHLOROFORM 0.250000 1.00 0.000003 0.081000 2E-07 0.000006 NA
1,1-DICHLOROETHANE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.120000
1,2-DICHLOROETHANE 0.250000 1.00 0.000000 0.091000 OE+OO 0.000000 NA
1,1-DICHLOROETHENE 0.250000 1.00 0.000000 0.580000 OE+OO 0.000000 0.009000
1,2-DICHLOROETHENE (T) 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
HAZARD
INDEX
0.000000
0.000000
0.000467
0.000000
0.000000
0.000000
1,2-DICHLOROPROPANE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
ETHYLBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.100000 0.000000
2-HEXANONE O. 2 50 000 ·=========· 1 .-oo,='""oi,;.'""o!-',0!-',0!-',0!-',0!-',01="JN~A,=:=""'==~OE±,0.0=0'",000000=NA,;,:,,;,;;,;,;;~~,;,;;,;,;;,,;,;;;,,,==========
METHYLENE=CHLORIDE,=====0,250000= 1=co·o O. 000000 0. 0·01500 OE+OO _ 0. 000000 .. NA .. ~ -- - -
4cMETHYLc2-PENTANONE. -0.250000---r.oo. 0.000000· NA OE+OO 0.000000 NA
TETRACHLOROETHENE 0.250000 1.00 0.000007 0.051000 3E-07 0.000016 NA
TOLUENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.300000
1,1,1-TRICHLOROETHANE 0.250000 1.00 0.000003 NA OE+OO 0.000007 0.540000
1,1,2-TRICHLORO ETHANE 0.250000 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 0.250000 1.00 0.000000 0.011000 OE+OO 0.000000 NA
VINYL CHLORIDE 0.250000 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.010000
BENZOIC ACID 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 0.250000 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATE 0.250000 1.00 0.000000 0.000684 OE+OO 0.000000 0.020000
1,2-DICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
1,4-DICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE 0.250000 1.00 0.000019 NA OE+OO 0.000045 0.100000
PHENOL 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.100000
1,2,4-TRICHLOROBENZENE 0.250000 1.00 0.000000 NA OE+OO 0.000000 0.020000
0 0.250000 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 0.250000 1.00 2.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 9E-07
0.000000
0.000012
0.000000
0.000000
0.000448
0.000000
0.000000
9.27E-04
- -SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
--- --JADCO-HUGHES
DOWNGRADIENT WELLS
OFF-SITE
GROUNDWATER
CURRENT RESIDENTIAL
PRESENT CONDITION EXPOSURE:
**SCENARIO: SHOWERING/BATHING
LEVEL 3
CHEMICAL BCF
ACETONE 1. 000000
BENZENE 5.200000
2-BUTANONE 1. 000000
CARBON DISULFIDE 1. 000000
CARBON TETRACHLORIDE 19.000000
CHLOROBENZENE 10.000000
CHLOROETHANE 1.100000
CHLOROFORM 3.750000
·l, 1-DICHLOROETHANE 1. 200000
1,2-DICHLOROETHANE 5.600000
1,1-DICHLOROETHENE 1.600000
1,2-DICHLOROETHENE (T) 5.000000
1,2-DICHLOROPROPANE 6.000000
ETHYLBENZENE 37.500000
2-HEXANONE NA
METHYLENE CHLORIDE 5. 000000
4-METHYL-2-PENTANONE NA
---- -- -
COMPOUNDS: voes & BNAs PAGE 15
MEANS USED: YES
NO
-MEAN, RME MEAN, MAX CONCENTRATION
-MOST LIKELY, 95th PERCENTILE, RME
I!!!!
POTENTIAL CARCINOGEN NON-CARCINOGEN
ADSORBTION ADJ. CDI SF
FACTOR mg/kg-day 1/mg/kg-d RISK
1.00 0.000000 NA OE+OO
1.00 0.000000 0.052000 OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000035 NA OE+OO
1.00 0.000004 0.130000 6E-07
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000006 0.081000 5E-07
1.00 0.000000 NA OE+OO
1.00 0.000000 0.091000 OE+OO
1.00 0.000000 0.580000 OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 NA OE+OO
1.00 0.000000 0.007500 OE+OO
1~00=07000000=NA OE+o·o
1E~o6·
ADJ. CDI RfD
mg/kg-day mg/kg/day
0.000000 0.100000
0.000000 NA
0.000000 0.050000
0.000082 0.100000
0.000010 NA
0.000000 0.002700
0.000000 NA
0.000014 NA
0.000000 0.120000
0.000000 NA
0.000000 0.009000
0.000000 NA
0.000000 NA
0.000000 0.100000
0.000000 NA
0.000000 NA
0. 00000·0 NA
. 0 :00006·9 -NA-
HAZARD
INDEX
0.000000
0.000000
0.000817
0.000000
0.000000
0.000000
0.000000
TETRACHLOROETHENE 31.000000 -·------1.00 -0.000029--0,051000 --
0.000000 -TOLUENE ----·10~160600 1.00 0.000000 NA OE+OO 0.000000 0.300000
1,1,1-TRICHLOROETHANE 5.600000 1.00 0.000005 NA OE+OO 0. 000011 0.540000 0.000021
1,1,2-TRICHLORO ETHANE 5.000000 1.00 0.000000 0.057300 OE+OO 0.000000 NA
TRICHLOAROETHENE 10.600000 1.00 0.000000 0. 011000 OE+OO 0.000000 NA
VINYL CHLORIDE 1.170000 1.00 0.000000 2.300000 OE+OO 0.000000 NA
XYLENE (TOTAL) 15.000000 1.00 0.000000 NA OE+OO 0.000000 0.010000 0.000000
BENZOIC ACID NA 1.00 0.000000 NA OE+OO 0.000000 NA
BIS(2-CHLOROETHYL)ETHER 6.900000 1.00 0.000000 1.100000 OE+OO 0.000000 NA
BIS(2-ETHYLHEXYL)PHTHALATENA 1.00 0.000000 0.000684 OE+OO 0.000000 0.020000 0.000000
1,2-DICHLOROBENZENE 56.000000 1.00 0.000000 NA OE+OO 0.000000 NA
1,3-DICHLOROBENZENE 56.000000 1.00 0.000000 NA OE+OO 0.000000 NA
1,4-DICHLOROBENZENE 56.000000 1.00 0.000000 NA OE+OO 0.000000 NA
DI-N-BUTYL PHTHALATE NA 1.00 0.000034 NA OE+OO 0.000078 0. 100000 0.000784
PHENOL 1. 400000 1.00 0.000000 NA OE+OO 0.000000 0.100000 0.000000
1,2,4-TRICHLOROBENZENE 2800.0000 1.00 0.000000 NA OE+OO 0.000000 0.020000 0.000000
0 0.000000 1.00 0.000000 0.000000 OE+OO 0.000000 NA
0 0.000000 1.00 6.000000 0.000000 OE+OO 0.000000 NA
(1) SINGLE DETECTS NOT INCLUDED
TOTAL 3E-06 1.62E-03
------
I
R
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
I
I
APREl'JDIXD
'
CALCULATIONS FIO.R PRESENT DAY RISK I .
DUE TO SEDIMENT EXP©SURE (TRESPASS SCENARIO)
II ,
SECTOR3
OPERATIONS AREljsoUTII DECANT PIT
-- - ----- - - -----JADCO-HUGHES COMPOUNDS: BNAs PAGE:
SECTOR 3 (FORMER OPERATIONS AREA)
SlTE,
SECTOR,
LOCATlON,
MEDIA:
ON SITE MEANS USED:NO -SINGLE MEAN,FROM RI APPENDIX "O"
SURFACE SEDIMENTS/ SOILS YES -MOST LIKELY, 95th PERCENTILE, RME
POPULATION:
EXPOSURE, ** SCENARIO: TRESPASS
UNAUTHORIZED TRESPASSERS
INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
EXPOSURE . POTENTIAL CARC1NOGENS NON-CARC1NOGENS
TIME FACTOR (CHILD, ADULT YRS) CDI
=--=-----=-=--=-------==-=-==-=LEVEL 1
CHEM1CAL LEVEL 1 LEVEL 2 LEVEL 3 mg/kg-day
CDI
LEVEL 2
mg/kg-day
CDl
LEVEL 3
mg/kg-day
ACENAPHTHENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
ANILINE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
ANTHRACENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZO(A)ANTHRACENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZO(A)PYRENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZO(B)FLUORANTHENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZO(G,H,I)PERYLENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZO(K)FLUORANTHENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BENZOIC ACID 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BIS(2-CHLOROETHYL)ETHER 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BIS(2-ETHYLHEXYL)PHTHALATE6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
BUTYLBENZYLPHTHALATE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
2-CHLOROPHENOL 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
CHRYSENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
1, 2-DICHLOROBENZENE 6C,,l.4A=6C,,24A=6C,64A,====O,:,OOE+OO O':'OOE+oo=o:"o·oE+OO
1, 4 DICHLOROBENZENE __ 6C, 14A .6C, 24A--6C, 64A -· OaOOE+OO--· O:OOE+OO -oc-OOE+oo·
--DI"N-BUTYLPHT!ll\.LATE--6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
DI-N-OCTYLPHTHALATE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
FLUORANTHENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
FLUORENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
INDENO(l,2,3-CD)PYRENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
2-METHYLNAPHTHALENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
2-METHYLPHENOL 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
4-METHYLPHENOL 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
NAPHTHALENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
PHENANTHRENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
PHENOL 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
PYRENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
1,2,4-TRICHLOROBENZENE 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
POLYCHLORINATED BIPHENYLS 6C,14A 6C,24A 6C,64A 2.57E-07 l.85E-06 4.17E-06
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A 0.00E+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 6C,14A 6C,24A 6C,64A O.OOE+OO O.OOE+OO O.OOE+OO
CDI
LEVEL 1
mg/kg-day
CDI CDI
LEVEL 2 LEVEL 3
mg/kg-day mg/kg-day
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
0. OOE+OO O_._OOE+.00
0. OOE+OO O. OOE+OO
·o. OOE+oo· -0. OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
2.76E-07 l.93E-06
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
0.00£+00 0.00E+00
O.OOE+OO O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE±,_0_01==========
0 ~OOE+_oo
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
4.23E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
-- ----- -- - --!l!!I 11!!1!9 ==
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION,
EXPOSURE,
JADCO-HUGHES COMPOUNDS: BNAs
SECTOR 3 (FORMER OPERATIONS AREA)
ON SITE MEANS USED:NO
SURFACE SEDIMENTS/ SOILS YES
UNAUTHORIZED TRESPASSERS
PAGE: 2
-SINGLE MEAN,FROM RI APPENDIX "O"
-MOST LIKELY, 95th PERCENTILE, RME
INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
**SCENARIO: TRESPASS, LEVELl
CLIMATE CDI
CHEMICAL FACTOR mg/kg-day
ADSORBTION
FACTOR
ADJ. CDI
mg/kg-day
SF
1/mg/kg-d RISK
CDI RfD
mg/kg-day mg/kg/day
ACENAPHTHENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
ANILINE 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
ANTHRACENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(A)ANTHRACENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(A)PYRENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(B)FLUORANTHENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(G,H,I)PERYLENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(K)FLUORANTHENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZOIC ACID 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 4.00E+OO
BIS(2-CHLOROETHYL)ETHER 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO 1.lOE+OO O.OOE+OO O.OOE+OO NA
BIS(2-ETHYLHEXYL)PHTHALATE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO 1.40E-02 O.OOE+OO O.OOE+OO 2.00E-02
BUTYLBENZYLPHTHALATE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-CHLOROPHENOL 1.00E+OO 0.00E+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
CHRYSENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,2-DICHLOROBENZENE 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,4-DICHLOROBENZENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
DI-N-BUTYLPHTHALATE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 1.00E-01
OI-N-OCTYLP. ;;H.;T;;HA~LA;;,;T;;E====7l ._O_OE+.oo O .. OOUOO-kO.OE+.00=0.00E+OO=NA.======OcOOE+Oo=o:'OOE'.fOO=NA
====FLUORANTHENE 1. OOE+OO O ._OOE+OO __ 1. OOE+QQ_ 0. OOE+OO -NA ----OcOOE+OO O. OOE+OD-NA
-FLUORENE ·------1. o·oE+OO --0. OOE+OO 1. OOE+OO O. OOE+OO NA O. OOE+OO O. OOE+OO NA
INDENO(l,2,3-CD)PYRENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLNAPHTHALENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLPHENOL 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
4-METHYLPHENOL 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
NAPHTHALENE 1.00E+OO O.OOE+OO .l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENANTHRENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENOL 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 6.00E-01
PYRENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,2,4-TRICHLOROBENZENE 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 2.00E-02
POLYCHLORINATEO BIPHENYLS 1.00E+OO 2.57E-07 1.00E+OO 2.57E-07 7.70E+OO 1.98E-06 2.76E-07 NA
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
TOTAL 1.98E-06
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO 1 0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+O_O,========== 0. OOE+o·o
·o:·ooE+oo-
o. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
-- - -- -- - - - - ---I!!!!!!
SITE: JADCO-HUGHES COMPOUNDS: BNAs PAGE: 3
SECTOR:
LOCATION:
SECTOR 3 (FORMER OPERATIONS AREA)
ON SITE MEANS USEO:NO -SINGLE MEAN,FROM RI APE.'ENDIX "O"
MEDIA,
POPULATION:
SURFACE SEDIMENTS/ SOILS YES -MOST LIKELY, 95th PERCENTILE, RME
UNAUTHORIZED TRESPASSERS
EXPOSURE, INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
**SCENARIO: TRESPASS, LEVEL 2
CLIMATE CDI ADJ. CDI
CHEMICAL FACTOR mg/kg-day
ADSORBTION
FACTOR mg/kg-day
SF
1/mg/kg-d RISK
ACENAPHTHENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
ANILINE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
ANTHRACENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
BENZO(A)ANTHRACENE l.OOE+OO
BENZO(A)PYRENE l.OOE+OO
BENZO(B)FLUORANTHENE l.OOE+OO
BENZO(G,H,I)PERYLENE l.OOE+OO
BENZO(K)FLUORANTHENE l.OOE+OO
BENZOIC ACID l.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
BIS(2-CHLOROETHYL)ETHER l.OOE+OO
BIS(2-ETHYLHEXYL)PHTHALATE l.OOE+OO
BUTYLBENZYLPHTHALATE l.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.lOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO l.40E-02 O.OOE+OO
0.00E+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
2-CHLOROPHENOL l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
CHRYSENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
1,2-DICHLOROBENZENE l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
CDI RfD HAZARD
INDEX mg/kg-day mg/kg/day
0.00E+00
0.00E+00
O.OOE+OO
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA
O.OOE+OO NA O.OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
NA O. OOE+OO 1 NA O. OOE+OO
NA O.OOE+OO
NA O.OOE+OO
4.00E+OO O.OOE+OO
NA O.OOE+OO
2.00E-02 O.OOE+OO
NA O.OOE+OO
5.00E-02 O.OOE+OO
NA O.OOE+OO
NA O.OOE+OO
NA O.OOE+OO
==
1,4-DICHLOROBENZENE l.OOE+OO
DI-N-BUTYLPHTHALATE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
0. O_OEf,OO=L OOE+OO=OcOOE+OO=NA======o:'OOE+O·o
0 ._OOE+OO_ .1. OOE+OO O. OOE+OO NA ----·o. OOE+OO.
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
l.93E-06
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
~lcc.•cc-OccO,,,E~-~O~l==O .,O.OE+,00=========
DI -N-OCTYLPH:T~~HA~LA~T~E~===l_._OOE+.00
====FLUORANTHENE l.OOE+OO
FLUORENE·-· ·1 :-ooE+OO
INDENO(l,2,3-CD)PYRENE l.OOE+OO
2-METHYLNAPHTHALENE l.OOE+OO
2-METHYLPHENOL l.OOE+OO
4-METHYLPHENOL l.OOE+OO
NAPHTHALENE l.OOE+OO
PHENANTHRENE l.OOE+OO
PHENOL l.OOE+OO
PYRENE l.OOE+OO
1,2,4-TRICHLOROBENZENE l.OOE+OO
POLYCHLORINATED BIPHENYLS l.OOE+OO
TOTAL
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO
l.85E-06 l.OOE+OO l.BSE-06 7.70E+OO l.42E-05
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
0. OOE+OO L OOE+OO O. OOE+OO O. OOE+OO O. OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
0.00E+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
l.42E-05
NA O ._OOE+OO
NA O.OOE+OO
NA O.OOE+OO
NA O.OOE+OO
NA O.OOE+OO
5.00E-02 O.OOE+OO
5.00E-02 O.OOE+OO
NA O.OOE+OO
NA O. OOE+OO .
6.00E-01 O.OOE+OO
NA O.OOE+OO
2.00E-02 O.OOE+OO
NA O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO O.OOE+OO
O.OOE+OO
- - - -
SITE:
SECTOR:
LOCATION:
MEDIA:
POPULATION:
EXPOSURE:
- -- - -
JADCO-HUGHES COMPOUNDS: BNAs
SECTOR 3 (FORMER OPERATIONS AREA)
ON SITE MEANS USED:NO
SURFACE SEDIMENTS/ SOILS YES
UNAUTHORIZED TRESPASSERS
- ---l!!!!!!I! !!!!!9
PAGE: 4
-SINGLE MEAN.FROM RI APPENDIX "O"
-MOST LIKELY, 95th PERCENTILE, RME
INGESTION, DERMAL CONTACT AND INHALATION OF SURFACE SOIL
** SCENARIO: TRESPASS, LEVEL 3
CLIMATE CDI ADSORBTION
FACTOR
ADJ. CDI SF
1/mg/kg-d
CDI RfD
CHEMICAL FACTOR mg/kg-day mg/kg-day RISK mg/kg-day mg/kg/day
ACENAPHTHENE 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO ·NA O.OOE+OO O.OOE+OO NA
ANILINE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
ANTHRACENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(A)ANTHRACENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(A)PYRENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(B)FLUORANTHENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(G,H,I)PERYLENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZO(K)FLUORANTHENE l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
BENZOIC ACID l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 4.00E+OO
BIS(2-CHLOROETHYL)ETHER 1.00E+OO O.OOE+OO l.OOE+OO O.OOE+OO l.lOE+OO O.OOE+OO O.OOE+OO NA
BIS(2-ETHYLHEXYL)PHTHALATE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO l.40E-02 O.OOE+OO O. OOE+OO 2.00E-02
BUTYLBENZYLPHTHALATE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-CHLOROPHENOL 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
CHRYSENE 1. OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO 0. OOE+OO NA
1,2-DICHLOROBENZENE l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,4-DICHLOROBENZENE l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
DI-N-BUTYLPHTHALATE l.OOE+OO O.OOE+OO 1.00E+OO .0.00E+OO NA O.OOE+OO O.OOE+OO l.OOE 01
DI-N-OCTYLPHTHALATE 1 ..• 00E+.00=0 .. OOE+.00-kOOE+00=0700E+OO=NA O:'OOE+'o·o-o. OOE'l'OO NA
FLUORANTHENE -------.1. OOE+OO . 0. OOE+OO. -1.00E+OO-O.OOE+OO NA · --·o. OOE+oo-0 ;ooE+OO NA
FLUORENE 1. OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
INDENO(l,2,3-CD)PYRENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLNAPHTHALENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
2-METHYLPHENOL l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
4-METHYLPHENOL l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 5.00E-02
NAPHTHALENE l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENANTHRENE l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
PHENOL l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 6.00E-01
PYRENE 1. OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO NA O.OOE+OO O.OOE+OO NA
1,2,4-TRICHLOROBENZENE 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO NA O.OOE+OO O.OOE+OO 2.00E-02
POLYCHLORINATED BIPHENYLS 1. OOE+OO 4.l?E-06 l.OOE+OO 4.l?E-06 7.70E+OO 3.21E-05 4.23E-06 NA
O.OOE+OO l.OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO 1.00E+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO 0.00E+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1.00E+OO O.OOE+OO 1.00E+OO 0. OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO 0. OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO l.OOE+OO O.OOE+OO 1. OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO 1. OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
O.OOE+OO 1. OOE+OO O.OOE+OO l.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO O.OOE+OO
TOTAL 3.21£-05
HAZARD
INDEX
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O ... OOE+.00
0. OOEj-00 -0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0.00E+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
0. OOE+OO
0. OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
O.OOE+OO
Gilll