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0187-EPA-728

Contract No 68-W8-0ll7

ISeptember 7 1990

Mr Robert Leger HRS-CAN3 US Environmental Protection Agency J F Kennedy Federal Building Beaton Maaaachuaettl 02203-2211 II Subject Draft Puapin9 Teat Technical MeiWlrandua

Groundwater Caputer Modeling Inforution Groveland Welh Site Suppleaental MOM RIFS W A 04-1Ll2 ~~

Dear Mr Leger

In accordAnce with your requeat the encloaed memorandum dAted Auguat 30 lttO providea additional inforaation on the groundwater COIIpUter aodeling propoaed in the Draft Puaping Teat Technical -orandua ITM) on the puaping teat conducted at the Groveland Welle Slte in rch UtO A copy of thia bulleiWlrandum was sent to you by facaibulllle uchine on Au9uat 31 UtO Pertinent information contained in thla MIIOrandua will be incorporated into the Final ft which will alao be revhed in accordance with EPAa cOfMienta on the Draft TM received by facaialle u chlne on Auguat 31 1990

Two aodela USGS MODFLOW with MODPATB particle tracking package and SWIFT III are reviewed for possible uae It ia concluded that for thia particular application where the JDOdeling of both past and preaent conditions are critical conaideratlona~ the SWIPT III IIOdel ia aore suitable AI mentioned in the memorandum the previoua LOE and costa ea tiiUtea will be aufticient to run either IIIOdol

~ Mr Robert Leger September 7 1990 Page Two

We are availabl~ tor a teleconference at your convenience to diacuaa any aapect ot the propoaed modeling effort Should you have any questions regarding this information please do not heaitate to contact me

Very truly youra

~ PE

CCI D Iolley IBPAI Willey IBPAI J Waporatek IDEPI a Gardner1 Cleaver 1111181 J OrlentL 8ln19090 111081 Pllo OU6-lO

I I

~ I I

INTE~NAL COjiq-=-esPONCENCE

fltECEivLD

~lie No 02 bull Z 2 SlP 41990

c-4t-1-o-221

101 JIJI IPOaULLI DATBI AUGUST J 0 1 1tt0

JBPP oailll~gtJD~UftOIII

IUBJBCll UOP081D QROOIIDWATD KODILIQ Al OROVILAIID waLLS IIII

The following are aome additional detailbull regarding the propoaed groundwater a odeling for the Groveland Walla Site The aode l (either the USGS MODFLOW groundwater flow aodel with MODPATH particle tracking package or SWIFT III) would be uaad to create a nlDarical rapreaentation of the atratified clrift aquifer within the atudy area The aodel would aiaulate the natural ateacly-atate groundwater flow ayatem than iapoae varioua groundwater puaping acanarioa on the flow field Through a particle tracking aubroutine aiqration of particleamp (MODFLOW) or contaainanta (SWIPT III) through the flow field would be deterained for eacb acenario evaluated MODFLOW would deteraine both the current capture zone of the Station 1 well and hiatoric capture zonea of the Station 1 and Station 2 vella under varioua puapinq acenarioa Intaraection of the capture zone of the pWipinq wall (a) with the qrounclvater contaainant pluae would indicate that contaainant aiCJration to the pwapecl vall would occur under the acanario aodeled SWIPT III would aodal contaainant tranaport through the aquifer Although the capture zonea of the puaped walla would not be defined aa with MODFLOW contaainant migration includinq dilution would be deterained Thia inforaation would be uaed to deteraine whether the Valley Producta Inc plWM could be rliaponaible for paat contamination at the Station 1 and Station 2 walla

UIU IIODOLU DIIbullDIIIDIIOIIAL IIODIL (IIODncJII)

MODFLOW ia one of the aoat widely uaed groundwater flow aodela The aodular atructure of thia aodel conaiata of a aain proqraa and a aariaa of highly independent aubroutinea called aodulea The aodulabull are grouped into packagea Each package deala with a apecific feature of the hydrologic ayatea which ia to be aimulated auch aa flow from rivera or flow into draina or with a apecific method of aolving line ar equationbull which deacribe the flow ayatea The diviaion of the program into aodulea peralta the uaer to exaaine apecific hydrologic featurea of the model independently Groundwater flow within the aquifer ia aimulated uaing a blockshycantered finite-difference approach Layera can be ai11ulated as confined unconfined or a combination of both Flow from external atreasea such as flow to wells areal recharge evapotranspiration flow to drains and flow through river beds can be also be s imulated All major types of boundary conditions

101 JIX OUaLI DAlll AOQ081 30 1110 ftOill Jbullll ORIIIIJD CBIOO AOQ081 30 1 1110 - PAQI lWO

ie constant-head specified-head no-flow apecitiecl-flux headshydependent flux and free-surface boundaries can be simulated by MODFLOW through selection of the program 111odulea and parameterbull The aodel for the Groveland Walla Site will have a coJDbination of aoat of the above Hntionad boundary types

MODPATH ia a three-diaenaional particle-tracking proqraa developed by the USGS for uae with the MODFLOW ground-water flow 111odel MODPATH calculates the path a particle would take in a ateady-atate three diaenaional flow field in a given aaount of tiae It operates aa a poat-proceaaor for MODFLOW uaing heada cell-by-cell flow teru and poroaity to aove each particle through the flow field Therefore if a particle location ibull specified MODPATH can calculate the location of the particle at any tiH The tiae can be relatively short ao that travel tiae can be calculated or it can be a long tiae ao that final deatination of the particle can be cletelllined The prOCJraa baa the capability to detelJiine the deatination of all water in a 9iven zone It alao haa the capability to track particlebull in a forward or backward clirection lbua JIODPATH can be uaed to ctetelJiine the zone froa which water in a 9iven ampone ori9inatea

IIampIIDU IIUR-IIIOLaIIC IPLOII UD 1U1111-I IIODIIL (Rift IIII

SWIFT III ia a fully tranaient three-diaenaional aodel which aiiiUlatea the flow tranaport of fluid (groundwater flow) heat (enepound9)) brine and radionuclide chaine in poroua and fractured 9e0l09ic adia The priaary equationbull for fluid heat and brine are coupled by fluid denaity fluid viacoaity and poroaity Staady-atate optionbull are available for the fluid and brine equationa

SWIFT III coapriaea the four tranaport proceaaea fluid heat brine and radionuclide chaine ror a poroua aedia only the 9lobal (three-dinaional) proceaa aiaulator ia uaed For a fractured aadia the global proceaa aiaulator ia uaed for the fractured aecUa and the local (one-diaenaional) proceaa aiaulator ia uaed for the rock aatrix

A variety of boundary conditions and aourca teraa aay be uaed for both poroua and fractured aedia Theae include

e Prescribed praaaure (head) temperature brine concentration

~ Mr Robert Leger September 7 1990 Page Two

We are availabl~ tor a teleconference at your convenience to diacuaa any aapect ot the propoaed modeling effort Should you have any questions regarding this information please do not heaitate to contact me

Very truly youra

~ PE

CCI D Iolley IBPAI Willey IBPAI J Waporatek IDEPI a Gardner1 Cleaver 1111181 J OrlentL 8ln19090 111081 Pllo OU6-lO

I I

~ I I

INTE~NAL COjiq-=-esPONCENCE

fltECEivLD

~lie No 02 bull Z 2 SlP 41990

c-4t-1-o-221

101 JIJI IPOaULLI DATBI AUGUST J 0 1 1tt0

JBPP oailll~gtJD~UftOIII

IUBJBCll UOP081D QROOIIDWATD KODILIQ Al OROVILAIID waLLS IIII

The following are aome additional detailbull regarding the propoaed groundwater a odeling for the Groveland Walla Site The aode l (either the USGS MODFLOW groundwater flow aodel with MODPATH particle tracking package or SWIFT III) would be uaad to create a nlDarical rapreaentation of the atratified clrift aquifer within the atudy area The aodel would aiaulate the natural ateacly-atate groundwater flow ayatem than iapoae varioua groundwater puaping acanarioa on the flow field Through a particle tracking aubroutine aiqration of particleamp (MODFLOW) or contaainanta (SWIPT III) through the flow field would be deterained for eacb acenario evaluated MODFLOW would deteraine both the current capture zone of the Station 1 well and hiatoric capture zonea of the Station 1 and Station 2 vella under varioua puapinq acenarioa Intaraection of the capture zone of the pWipinq wall (a) with the qrounclvater contaainant pluae would indicate that contaainant aiCJration to the pwapecl vall would occur under the acanario aodeled SWIPT III would aodal contaainant tranaport through the aquifer Although the capture zonea of the puaped walla would not be defined aa with MODFLOW contaainant migration includinq dilution would be deterained Thia inforaation would be uaed to deteraine whether the Valley Producta Inc plWM could be rliaponaible for paat contamination at the Station 1 and Station 2 walla

UIU IIODOLU DIIbullDIIIDIIOIIAL IIODIL (IIODncJII)

MODFLOW ia one of the aoat widely uaed groundwater flow aodela The aodular atructure of thia aodel conaiata of a aain proqraa and a aariaa of highly independent aubroutinea called aodulea The aodulabull are grouped into packagea Each package deala with a apecific feature of the hydrologic ayatea which ia to be aimulated auch aa flow from rivera or flow into draina or with a apecific method of aolving line ar equationbull which deacribe the flow ayatea The diviaion of the program into aodulea peralta the uaer to exaaine apecific hydrologic featurea of the model independently Groundwater flow within the aquifer ia aimulated uaing a blockshycantered finite-difference approach Layera can be ai11ulated as confined unconfined or a combination of both Flow from external atreasea such as flow to wells areal recharge evapotranspiration flow to drains and flow through river beds can be also be s imulated All major types of boundary conditions

101 JIX OUaLI DAlll AOQ081 30 1110 ftOill Jbullll ORIIIIJD CBIOO AOQ081 30 1 1110 - PAQI lWO

ie constant-head specified-head no-flow apecitiecl-flux headshydependent flux and free-surface boundaries can be simulated by MODFLOW through selection of the program 111odulea and parameterbull The aodel for the Groveland Walla Site will have a coJDbination of aoat of the above Hntionad boundary types

MODPATH ia a three-diaenaional particle-tracking proqraa developed by the USGS for uae with the MODFLOW ground-water flow 111odel MODPATH calculates the path a particle would take in a ateady-atate three diaenaional flow field in a given aaount of tiae It operates aa a poat-proceaaor for MODFLOW uaing heada cell-by-cell flow teru and poroaity to aove each particle through the flow field Therefore if a particle location ibull specified MODPATH can calculate the location of the particle at any tiH The tiae can be relatively short ao that travel tiae can be calculated or it can be a long tiae ao that final deatination of the particle can be cletelllined The prOCJraa baa the capability to detelJiine the deatination of all water in a 9iven zone It alao haa the capability to track particlebull in a forward or backward clirection lbua JIODPATH can be uaed to ctetelJiine the zone froa which water in a 9iven ampone ori9inatea

IIampIIDU IIUR-IIIOLaIIC IPLOII UD 1U1111-I IIODIIL (Rift IIII

SWIFT III ia a fully tranaient three-diaenaional aodel which aiiiUlatea the flow tranaport of fluid (groundwater flow) heat (enepound9)) brine and radionuclide chaine in poroua and fractured 9e0l09ic adia The priaary equationbull for fluid heat and brine are coupled by fluid denaity fluid viacoaity and poroaity Staady-atate optionbull are available for the fluid and brine equationa

SWIFT III coapriaea the four tranaport proceaaea fluid heat brine and radionuclide chaine ror a poroua aedia only the 9lobal (three-dinaional) proceaa aiaulator ia uaed For a fractured aadia the global proceaa aiaulator ia uaed for the fractured aecUa and the local (one-diaenaional) proceaa aiaulator ia uaed for the rock aatrix

A variety of boundary conditions and aourca teraa aay be uaed for both poroua and fractured aedia Theae include

e Prescribed praaaure (head) temperature brine concentration

I I

~ I I

INTE~NAL COjiq-=-esPONCENCE

fltECEivLD

~lie No 02 bull Z 2 SlP 41990

c-4t-1-o-221

101 JIJI IPOaULLI DATBI AUGUST J 0 1 1tt0

JBPP oailll~gtJD~UftOIII

IUBJBCll UOP081D QROOIIDWATD KODILIQ Al OROVILAIID waLLS IIII

The following are aome additional detailbull regarding the propoaed groundwater a odeling for the Groveland Walla Site The aode l (either the USGS MODFLOW groundwater flow aodel with MODPATH particle tracking package or SWIFT III) would be uaad to create a nlDarical rapreaentation of the atratified clrift aquifer within the atudy area The aodel would aiaulate the natural ateacly-atate groundwater flow ayatem than iapoae varioua groundwater puaping acanarioa on the flow field Through a particle tracking aubroutine aiqration of particleamp (MODFLOW) or contaainanta (SWIPT III) through the flow field would be deterained for eacb acenario evaluated MODFLOW would deteraine both the current capture zone of the Station 1 well and hiatoric capture zonea of the Station 1 and Station 2 vella under varioua puapinq acenarioa Intaraection of the capture zone of the pWipinq wall (a) with the qrounclvater contaainant pluae would indicate that contaainant aiCJration to the pwapecl vall would occur under the acanario aodeled SWIPT III would aodal contaainant tranaport through the aquifer Although the capture zonea of the puaped walla would not be defined aa with MODFLOW contaainant migration includinq dilution would be deterained Thia inforaation would be uaed to deteraine whether the Valley Producta Inc plWM could be rliaponaible for paat contamination at the Station 1 and Station 2 walla

UIU IIODOLU DIIbullDIIIDIIOIIAL IIODIL (IIODncJII)

MODFLOW ia one of the aoat widely uaed groundwater flow aodela The aodular atructure of thia aodel conaiata of a aain proqraa and a aariaa of highly independent aubroutinea called aodulea The aodulabull are grouped into packagea Each package deala with a apecific feature of the hydrologic ayatea which ia to be aimulated auch aa flow from rivera or flow into draina or with a apecific method of aolving line ar equationbull which deacribe the flow ayatea The diviaion of the program into aodulea peralta the uaer to exaaine apecific hydrologic featurea of the model independently Groundwater flow within the aquifer ia aimulated uaing a blockshycantered finite-difference approach Layera can be ai11ulated as confined unconfined or a combination of both Flow from external atreasea such as flow to wells areal recharge evapotranspiration flow to drains and flow through river beds can be also be s imulated All major types of boundary conditions

101 JIX OUaLI DAlll AOQ081 30 1110 ftOill Jbullll ORIIIIJD CBIOO AOQ081 30 1 1110 - PAQI lWO

ie constant-head specified-head no-flow apecitiecl-flux headshydependent flux and free-surface boundaries can be simulated by MODFLOW through selection of the program 111odulea and parameterbull The aodel for the Groveland Walla Site will have a coJDbination of aoat of the above Hntionad boundary types

MODPATH ia a three-diaenaional particle-tracking proqraa developed by the USGS for uae with the MODFLOW ground-water flow 111odel MODPATH calculates the path a particle would take in a ateady-atate three diaenaional flow field in a given aaount of tiae It operates aa a poat-proceaaor for MODFLOW uaing heada cell-by-cell flow teru and poroaity to aove each particle through the flow field Therefore if a particle location ibull specified MODPATH can calculate the location of the particle at any tiH The tiae can be relatively short ao that travel tiae can be calculated or it can be a long tiae ao that final deatination of the particle can be cletelllined The prOCJraa baa the capability to detelJiine the deatination of all water in a 9iven zone It alao haa the capability to track particlebull in a forward or backward clirection lbua JIODPATH can be uaed to ctetelJiine the zone froa which water in a 9iven ampone ori9inatea

IIampIIDU IIUR-IIIOLaIIC IPLOII UD 1U1111-I IIODIIL (Rift IIII

SWIFT III ia a fully tranaient three-diaenaional aodel which aiiiUlatea the flow tranaport of fluid (groundwater flow) heat (enepound9)) brine and radionuclide chaine in poroua and fractured 9e0l09ic adia The priaary equationbull for fluid heat and brine are coupled by fluid denaity fluid viacoaity and poroaity Staady-atate optionbull are available for the fluid and brine equationa

SWIFT III coapriaea the four tranaport proceaaea fluid heat brine and radionuclide chaine ror a poroua aedia only the 9lobal (three-dinaional) proceaa aiaulator ia uaed For a fractured aadia the global proceaa aiaulator ia uaed for the fractured aecUa and the local (one-diaenaional) proceaa aiaulator ia uaed for the rock aatrix

A variety of boundary conditions and aourca teraa aay be uaed for both poroua and fractured aedia Theae include

e Prescribed praaaure (head) temperature brine concentration

101 JIX OUaLI DAlll AOQ081 30 1110 ftOill Jbullll ORIIIIJD CBIOO AOQ081 30 1 1110 - PAQI lWO

ie constant-head specified-head no-flow apecitiecl-flux headshydependent flux and free-surface boundaries can be simulated by MODFLOW through selection of the program 111odulea and parameterbull The aodel for the Groveland Walla Site will have a coJDbination of aoat of the above Hntionad boundary types

MODPATH ia a three-diaenaional particle-tracking proqraa developed by the USGS for uae with the MODFLOW ground-water flow 111odel MODPATH calculates the path a particle would take in a ateady-atate three diaenaional flow field in a given aaount of tiae It operates aa a poat-proceaaor for MODFLOW uaing heada cell-by-cell flow teru and poroaity to aove each particle through the flow field Therefore if a particle location ibull specified MODPATH can calculate the location of the particle at any tiH The tiae can be relatively short ao that travel tiae can be calculated or it can be a long tiae ao that final deatination of the particle can be cletelllined The prOCJraa baa the capability to detelJiine the deatination of all water in a 9iven zone It alao haa the capability to track particlebull in a forward or backward clirection lbua JIODPATH can be uaed to ctetelJiine the zone froa which water in a 9iven ampone ori9inatea

IIampIIDU IIUR-IIIOLaIIC IPLOII UD 1U1111-I IIODIIL (Rift IIII

SWIFT III ia a fully tranaient three-diaenaional aodel which aiiiUlatea the flow tranaport of fluid (groundwater flow) heat (enepound9)) brine and radionuclide chaine in poroua and fractured 9e0l09ic adia The priaary equationbull for fluid heat and brine are coupled by fluid denaity fluid viacoaity and poroaity Staady-atate optionbull are available for the fluid and brine equationa

SWIFT III coapriaea the four tranaport proceaaea fluid heat brine and radionuclide chaine ror a poroua aedia only the 9lobal (three-dinaional) proceaa aiaulator ia uaed For a fractured aadia the global proceaa aiaulator ia uaed for the fractured aecUa and the local (one-diaenaional) proceaa aiaulator ia uaed for the rock aatrix

A variety of boundary conditions and aourca teraa aay be uaed for both poroua and fractured aedia Theae include

e Prescribed praaaure (head) temperature brine concentration

c-bullbull-bull-o-JJI 01 JIM roDampLLI DArll A0008r JO 1tt0 ftCU 38ft ORimlljJD CIIIOO AOOOer 30 1tt0 - PACIB lllrll

e Preacribed flux ot fluid (water) heat brine or nuclide 111aaa

bull Wellbore injectionproduction aub111odel aubject to pUIIping conatrainta

e Aquifer influence function

e Waate-leach radionuclide aubJiodel tor waate repoaitory nuclidebull and heat

bull rreewater aurface with recharge

e bMIIMnt of well perforunce and pw~pingshyteat analyaia

e Staady-atate and tranaient lhallow qroundvater aya~ COIIPribullilt9 water table rivera atr ponda and vella

e Deep-well injection ot haaardoua vaate iaotheraalnoniaotheraal conatantjvariable denalty

e Prediction of haaardoua waate bulliqration fro land diapoaal aitea

e Long-ten high-level radioactive waate analyaia perforaance aaaeaaMnt of deep qeolOCJic repoaitoriea fluid flow heat tranaport biine bulligration and nuclide tranaport

e Seawater intruaion optibullization of wall t ielda to reduce intruaion and upcoaing

e Aquifer ther11al anergy atorage fluid injection atoraga and production

bull Analyaia ot hydraulic barriers linara and containaent ayatea

a Daa aaepaga and flow systems

c-tt-a-o-221

101 JIM IOUampLLI Dall a AOQOII JO 1tt0 ftCI JUI QaiDIJD CBIOO amp00011 JO 1tt0 - PAGI roua

e Groundwater transport of peaticidea herbicidebull and agricultural products

e Salt diaaolution of bedded and dobulled depoaita

Attached are ao tablabull illuatrating paat uaaa ot each ~al The deciaion on vhicb bullodel to uae ia dependent on which ~bull1 would beat aibullulata tha daaired acenarioa While MODPLOW y better delineate CJroundvater tlov under axtandad pWipinq duration and ora clearly dafina the capture zone ot the walla SWIPl III baa tha unique capability of aiaulatinq the effacta of pulaa or periodic pw~piftCJ and incorporatebull both diaparaion and retardation into contuinant tranaport aibullulation Since both of tha advanta9bullbull of the SWift III Jaoctal MY ba critical to tha auccaaaful octalincJ of the praMnt and paat conditione at tha Crovaland Sita we rae~ that SWift III be uaed for tha crovaland octaliftCJ Tha aatitad tDI and cota pravioualy provided would ba aufficiant to run aithar of the two JIOdala cliacuand

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SWIFT MODEL APPUCAnONS

SITE

Chem-Dyne oatiampOO Woburn FenWcl -Rd- c--Chem contlclenll8l-1 contlclenll8l-2 contlclen1l8l-3 Coni-UIIH ~ SWF WAT llo1GMH DIS BW1P W1PP VoluslaCO

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RADIOshy SALTmiddot HAZARDOUS ACTIVE WATER

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Cloom-Dyno ciH OIIOIIampGou - S-NooNY F-OH POWIII Rod OH_NJ - sc__ SAPf amp HAlee SC LCMt cnl NY Necco hrk NY - NJ CCC MO

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DIIIEIIIIOfiAU1 COOE REMEDY EVALUATION

bull a-T UI E a-T ubull a-T UEbull31 1100311 -ow U EO C a-T ubull a-T ubull311 1100311 USGS2D IIE8SQ U EW D C 11010 R-IIESSQ U W EIC ~ ubull R-1100311 UE IC FAWOCO USGS2D U ED C 1100311 U W bull 1100311 ubull111 1100311 s-T IIESSQ U W EI 11010

bull USGS2D U IEC a-T U E bull11 IMAHFUNlt UI E SEFTIWI U EO ICbull12 BIOID SAJIWrll u

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SWIFT MODEL APPUCAnONS

SITE

Chem-Dyne oatiampOO Woburn FenWcl -Rd- c--Chem contlclenll8l-1 contlclenll8l-2 contlclen1l8l-3 Coni-UIIH ~ SWF WAT llo1GMH DIS BW1P W1PP VoluslaCO

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Ott NH IIA Ott Ott NY sc 110

CA CN

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FL

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WA

FL

CAN NY AL CAN UK

IIIIIEII8IOHI

3 3 3 3 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 2 2

ROW

y y y y y y y y y y y y y y y y y y y y y y y

T- PORT

y y y y y

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RADIOshy SALTmiddot HAZARDOUS ACTIVE WATER

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Cloom-Dyno ciH OIIOIIampGou - S-NooNY F-OH POWIII Rod OH_NJ - sc__ SAPf amp HAlee SC LCMt cnl NY Necco hrk NY - NJ CCC MO

Price~ lMdlll NJ ~ CA _ NY

caorco ~ WY

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w -_we_ __ E- --- shy1gt- olnS C- Cop U- llnccoUshy

DIIIEIIIIOfiAU1 COOE REMEDY EVALUATION

bull a-T UI E a-T ubull a-T UEbull31 1100311 -ow U EO C a-T ubull a-T ubull311 1100311 USGS2D IIE8SQ U EW D C 11010 R-IIESSQ U W EIC ~ ubull R-1100311 UE IC FAWOCO USGS2D U ED C 1100311 U W bull 1100311 ubull111 1100311 s-T IIESSQ U W EI 11010

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SWIFT MODEL APPUCAnONS

SITE

Chem-Dyne oatiampOO Woburn FenWcl -Rd- c--Chem contlclenll8l-1 contlclenll8l-2 contlclen1l8l-3 Coni-UIIH ~ SWF WAT llo1GMH DIS BW1P W1PP VoluslaCO

~ILMMIItll 118bylon LMMIItll

A -Musquodoboll Kent c-

STATE

Ott NH IIA Ott Ott NY sc 110

CA CN

-FL

FL

OK

WA

FL

CAN NY AL CAN UK

IIIIIEII8IOHI

3 3 3 3 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 2 2

ROW

y y y y y y y y y y y y y y y y y y y y y y y

T- PORT

y y y y y

y y y y y y y

y y y y y y y

RADIOshy SALTmiddot HAZARDOUS ACTIVE WATER

y y y

y y

y y

y y y y y y y

y y

y y

y y

ax~DIIAU1IU8UIDICIY CIIIWIaAO

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Remedial Action Model Application

SITE FLOW TRAHSIOIIT

Cloom-Dyno ciH OIIOIIampGou - S-NooNY F-OH POWIII Rod OH_NJ - sc__ SAPf amp HAlee SC LCMt cnl NY Necco hrk NY - NJ CCC MO

Price~ lMdlll NJ ~ CA _ NY

caorco ~ WY

-co ~ CN Edon_ IIN

w -_we_ __ E- --- shy1gt- olnS C- Cop U- llnccoUshy

DIIIEIIIIOfiAU1 COOE REMEDY EVALUATION

bull a-T UI E a-T ubull a-T UEbull31 1100311 -ow U EO C a-T ubull a-T ubull311 1100311 USGS2D IIE8SQ U EW D C 11010 R-IIESSQ U W EIC ~ ubull R-1100311 UE IC FAWOCO USGS2D U ED C 1100311 U W bull 1100311 ubull111 1100311 s-T IIESSQ U W EI 11010

bull USGS2D U IEC a-T U E bull11 IMAHFUNlt UI E SEFTIWI U EO ICbull12 BIOID SAJIWrll u

1 SAliBlt U C 1 2 M003D SWIFT 11010 u

1100311 wbull

middot i~ -uushy-~

_

) ~

Remedial Action Model Application

SITE FLOW TRAHSIOIIT

Cloom-Dyno ciH OIIOIIampGou - S-NooNY F-OH POWIII Rod OH_NJ - sc__ SAPf amp HAlee SC LCMt cnl NY Necco hrk NY - NJ CCC MO

Price~ lMdlll NJ ~ CA _ NY

caorco ~ WY

-co ~ CN Edon_ IIN

w -_we_ __ E- --- shy1gt- olnS C- Cop U- llnccoUshy

DIIIEIIIIOfiAU1 COOE REMEDY EVALUATION

bull a-T UI E a-T ubull a-T UEbull31 1100311 -ow U EO C a-T ubull a-T ubull311 1100311 USGS2D IIE8SQ U EW D C 11010 R-IIESSQ U W EIC ~ ubull R-1100311 UE IC FAWOCO USGS2D U ED C 1100311 U W bull 1100311 ubull111 1100311 s-T IIESSQ U W EI 11010

bull USGS2D U IEC a-T U E bull11 IMAHFUNlt UI E SEFTIWI U EO ICbull12 BIOID SAJIWrll u

1 SAliBlt U C 1 2 M003D SWIFT 11010 u

1100311 wbull

middot i~ -uushy-~