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OSBORNE LANDFILL SITEGrove City, PennsylvaniaExcavation, Soil Washing,Disposal in Onsite LandfillAlternative No. S9Post Remedial Monitoring(0&MOLS9)

Annual Costa

ITEM * ITEM $ * ITEM $ ** ANNUAL * ANNUAL ** SAMPLING * SAMPLING * NOTES

*****************************************************************************************1. Sampling * 2000.00 * 2000.00 * 10 monitoring well samples,

* * * 40 aanhours per sampling* * * period(annual) plus travel,* * * living 4 sample shipping costs.

*****************************************************************************************2. Analysis * 24600.00 * 24600.00 * 12 samples per sampling period

* * * (annual) (inc. blank and* * * duplicate)* * * Volatile Organics & Inorganics

*****************************************************************************************3. Reporting * 950.00 * 950.00 * 20 manhours per annual report

* * * plus other direct costs.

4. Cap Maintenance * 5000.00 * 5000.00 * Inspection, Erosion Control,* * * Mowing and Revegetation

*****************************************************************************************5. Fence Maintenance * 1000.00 * 1000.00 * Fence Maintenance

6. Analysis Review * * 20000.00 * Analysis Review performed for* * * years 5,10,15,20,25,30

*****************************************************************************************7. Leachate Treatment * * * -

a. Hauling * 400.00 * 400.00 * 100 mile R.T.b. Disposal * 2000.00 * 2000.00 * HatfieId, Pa.

****************************************************************************************** * * Post Remedial monitoring will

TOTAL ANNUAL * * * be performed annually for yearsCOST * 35950.00* 55950.00 * 1 thru 30

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OSBORNE LANDFILL Silt ——————————^J———————————;———————————————————————————————Grove City, PennsylvaniaExcavation, Thermal Stripping, SolidificationDisposal in Onsite LandfillAlternative No. SllPost Remedial Monitoring(O&MOLSU) •* ;-.,•=-,;•'

Annual Costs

******************************************************************************************ITEM * ITEM S

* ANNUAL* SAMPLINGt**************

1. Saapling * 2000.00***t**

2. Analysis * 24600.00*** •

ITEM S *ANNUAL *

SAMPLING * NOTESk******«*************X*****«****<2000.00 * 10 monitoring well samples,

* 40 manhours per sampling* period(annual) plus travel,* living fc sample shipping costs.t*«*«******«XX*X*X***X«**SX*****«l

24600.00 * 12 saaples per sampling period* (annual) (inc. blank and* duplicate)* Volatile Organic* & Inorganics

3. Reporting * 950.00 * 950.00 * 20 manhours per annual report* ' * * plus other direct costs.

4. Cap Maintenance * 5000.00 * 5000.00 * Inspection, Erosion Control,* * * Mowing and Revegetation

***************t**********************************t********t****t********************w5. Fence Maintenance * 1000.00 * 1000.00 * Fence Maintenance

* * *

6. Analysis Review

7. Leachate Treatmenta. Haulingb. Disposal

TOTAL ANNUALCOST

* 20000.00 * Analysis Review performed for* * years 5,10,15,20,25,30i*****************i

' * " " ; . *

400.00 * 400.00 * 100 mile R.T.2000.00 * 2000.00 * K&tfield, Pa.

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Grove City, PennsylvaniaSlurry Wall With Clay CapAlternative No. S12Post Remedial Monitoring(0&NOLS12)

Annual Costs

ITEM * ITEM $ * ITEM $ ** ANNUAL * ANNUAL ** SAMPLING * SAMPLING * NOTES

*****************************************************************************************1. Sampling * 2000.00 * 2000.00 * 10 monitoring well samples,

* * * 40 manhours per sampling* * * period (annual) plus travel,* * * living t sample shipping costs.

*****************************************************************************************2. Analysis * 24600.00 * 24600.00 * 12 samples per sampling period

* * * (annual) (inc. blank and* * * duplicate)* * * Volatile Organ ics & Inorganics

*****************************************************************************************3. Reporting * 950.00 * 950.00 * 20 manhours per annual report

* * , * plus other direct costs.*****************************************************************************************4. Cap Maintenance * 3000.00 * 3000.00 * Inspection, Erosion Control,

* * * Mowing and Revegetation*****************************************************************************************5. Fence Maintenance * 1000.00 * 1000.00 * Fence Maintenance

*- * .******************************************************************************************Vy 6. Analysis Review * * 20000.00 * Analysis Review performed for

* * * years 5,10,15,20,25,30*****************************************************************************************

* * * Post Remedial monitoring willTOTAL ANNUAL * * * be performed annually for years

COST * 31550.00 * 51550.00 * 1 thru 30

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainnent, Physical/Chemical TreatmentOffsite InjectionAlternative 5ll fa(0&MOLG04)

Annual Costs - (24 hr/day - 365 days/year)

* * * * ** * * ' * *

ITEM * QTY * UNIT * UNITS * ITEM $ * NOTES*******************************************************************************************

1. Energy * * * * *a. Electric * 215567 * Kw-hr * .085 * $18323 * Treatment Plant

* . ' . ' " * ' * * ********************************************************************************************2. Maintenance * * * * $44800 * 3X of Capital Cost

* * ' * '*• ' * • " ' • - •*******************************************************************************************3. Chemicals * * * * *

a. Caustic Soda * 54 * TON * 300.00 * $16200 * 50%; * - ' • * • • • * • « ' *

*********************************EA * 40000.00 * $200000 * 1 Operator-lst, 2nd,

* * 3rd Shift

LB

' * * . * * *TOTAL ANNUAL * * * * *

COSTS * * * * $597123 * Years 1 thru 30

OSBORNE LANDFILL SITEGrove City, PennsylvaniaCollection, Physical/Chemical Treatment,Offsite InjectionAlternative >$ll (grc.vJcLttj.tr ftfWfli'Post Remedial Monitoring(0&MOG04a)

Annual Costs

**************************************************************************ITEM

.***********************1. Sampling

***********************2. Sampling

***********************3. Analysis

***********************4. Analysis

i************************5. Reporting

***********************6. Analysis Review

***********************

TOTAL ANNUALCOST

ITEM $SAMPLING

***************1000.00

***************4000.00

***************10250.00

***************24600.00

k****************

1900.00

***************

***************

41750.00

NOTES**********************************3 monitoring well samples12 manhours per samplingper iod( annual) plus travel,living & sample shipping costs.**********************************1 plant effluent sample12 manhours per samplingperiod( quarterly) plus travel,living & sample shipping costs.**********************************5 samples per sampling period(annual) (inc. blank andduplicate)Volatile Organ ics & Inorganics**********************************3 samples per sampling period(quarterly) (inc. blank andduplicate)Volatile Organics & Inorganics**********************************10 manhours per quarterly & annualreport plus other direct costs.**********************************Analysis Review performed foryears 5,10,15,20,25,30**********************************Post Remedial monitoring willbe performed quarterly &annually for years 1 thru 30

**************************************************************************

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaWetland SedimentsNo ActionAlternative No. WlPost Remedial Monitoring(0&MOLW1)

Annual Costs

**************************************************************************ITEM

1. Analysis Review

TOTAL ANNUALCOST

ITEM $ANNUALSAMPLING********20000.00

20000.00

NOTESt******

Analysis Review performed foryears 5,10,15,20,25,30t**********************4Analysis Review will be performedbe performed for years 5,10,15,20,25,30

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaNo ActionAlternative No. G01Post Remedial Monitoring(O&MOLGOl)

Annual Costs

ITEM * ITEM S * ITEM $* ANNUAL * ANNUAL* SAMPLING * SAMPLINGr******************************

1. Sampling * 1000.00 * 1000.00* ** ** *

NOTES

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t****************************************************************************************.3. Reporting * 950.00 * 950.00 * 20 aanhours per annual report

* * * plus other direct costs.*****************************************************************************************4. Analysis Review * * . 20000.00 * Analysis Review performed for

* * * years 5,10,15,20,25,30*****************************************************************************************

* • ' • * . - * Post Remedial Donitoring KillTOTAL ANNUAL * * * be performed annually for years

COST * 12200.00 * 32200.00 * i thru 30

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, -- (0&MOLG02)


* * * ** * * *

ITEM * QTY * UNIT * UNITS * ITEM $

1. Energy *a. Electric * 269459

*

2. Maintenance

3. Chemicals *a. Caustic Soda * 108

*

* *Kw-hr * .085 * $22904

:' * *i*************** * $56700* *

TON * 300.00*

4. Operators * 5 * EA * 40000.00* * *

$32400

$200000

NOTES

Treatnent Plant

3X of Capital Cost

50X

1 Operator-let, 2nd,3rd Shift

5. Carbon * 635600 * LB * 1.00 * $635600 ** - * * * *

****************************************************************************************** * * * *

TOTAL ANNUAL * * * * *COSTS * * * * $947604 * Years 1 thru 30

tfl

OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical/Chemical Treatment,Offaite InjectionAlternative No. 602Post Remedial Monitoring(0&MOG02a)

Annual Costs

ITEM * ITEM $* SAMPLINGt**************

1. Sampling 1000.00

2. Sampling 4000.00

3. Analysis 10250.00

4. Analysis 24600.00

5. Reporting 1900.00

6. Analysis Review

. *TOTAL ANNUAL *

COST * 41750.00

ITEM $ *SAMPLING * NOTESt********************************1000.00 * 3 monitoring well samples

12 manhours per samplingper iod( annual) plus travel,living & sample shipping costs.t************************

4000.00 1 plant effluent sample12 manhours per samplingperiod(quarterly) plus travel,living & sample shipping costs.:******************************5 samples per sampling period(annual) (inc. blank andduplicate)Volatile Organics & Inorganics

'** V J3 samples per sampling period(quarterly) (inc. blank andduplicate)Volatile Organics & Inorganicst*******************************

1900.00 * 10 manhours per quarterly & annual

10250.00

24600.00

20000.00

61750.00

report plus other direct costs.*****************************!Analysis Review performed foryears 5,10,15,20,25,30t***********************Post Remedial monitoring willbe performed quarterly &annually for years 1 thru 30

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical/Chemical TreatmentOffsite InjectionAlternative No. G03(0&MOLG03)


ITEM

1. Energya. Electric

2. Maintenance

3. Chemicalsa. Caustic Soda

**

QTY UNIT * UNITS

*269459 Kw-hr * .085

* *

*

ITEM $ * NOTES****

$22904 * Treatment Plant

* * * $56700 * 3X of Capital Cost* * * *

************** * * *

108 * TON * 300.00 * $32400 * 50X* * * *

4. Operators * 5 * EA * 40000.00 * $200000 * 1 Operator-lst, 2nd,* * * * * 3rd Shift

5. Carbon * 635600 * LB * 1.00 * $635600 ** * * * * .

* * * * *TOTAL ANNUAL * * * * *

COSTS * * * * $947604 * Years 1 thru 3

OSBORNE LANDFILL SITEGrove City, PennsylvaniaCollection, Physical/Chemical Treatment,Offeite InjectionAlternative'No. G03Post Remedial Monitoring(0&MOG03a)

Annual Costs

ITEM * ITEM $ ** SAMPLING * NOTES

1. Sampling * 1000.00* "*

2. Sampling * 4000.00***t*4

3. Analysis * 10250.00*

duplicate)Volatile Organics & Inorganics

*************************************** **********************************4. Analysis * 24600.00

***

5. Reporting * 1900.00*

*************************************** **********************************6. Analysis Review

*TOTAL ANNUAL *

COST * 41750.00

3 monitoring well samples12 manhours per samplingperiod(annual) plus travel,living t sample shipping costs.t************************1 plant effluent sample12 manhours per samplingperiod(quarterly) plus travel,living i sample shipping costs.:******************************5 samples per sampling period(annual) (inc. blank and

3 samples per sampling period(Quarterly) (inc. blank andduplicate)Volatile Organics & Inorganics:*******************************10 manhours per quarterly & annualreport plus other direct costs.

Analysis Review performed foryears 5,10,15,20,25,30:***********************Post Remedial monitoring willbe performed quarterly &annually for years 1 thru 3

**************************************************************************

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaNo Action With MonitoringAlternative No. GC1Post Remedial Monitoring "-—(0&MOLGC1)

Annual Costs

ITEM * ITEM S* ANNUAL* SAMPLINGt**************

1. Sampling * 1000.00***k*4

2. Analysis * 10250.00***

ITEM $ *ANNUAL *SAMPLING * NOTES*********************************1000.00 * 3 monitoring well samples,

12 manhours per samplingperiod(annual) plus travel,

10250.00

3. Reporting * 950.00 * 950.00

4. Analysis Review

*TOTAL ANNUAL *

COST * 12200.00

20000.00

32200.00

living & sample shipping costs.t******************************5 samples per sampling period(annual) (inc. blank andduplicate)Volatile Organics & InorganicsI******************************20 manhours per annual reportplus other direct costs.t************************:

Analysis Review performed foryears 5,10,15,20,25,30************************Post Remedial monitoring willbe performed annually for years1 thru 30

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical Treatment,asite Injectionternative No. GC2

(0&NOLGC2)


* * * * ** * * * *

ITEM * QTY * UNIT * UNITS * ITEM S * NOTES***************************************************************************************1. Energy * * * * * '

a. Electric * 231898 * Kw-hr * .085 * $19711 * Treatment Plant* * * * *

2. Maintenance

3. Operator

TOTAL ANNUALCOSTS

416

* * S12800 * 3X of Capital Cost* * *

KR * 30.00 * S12480 * 8* * *

* * - ** * ** * S44991 * Years 1 thru 30

OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical Treatment,Onsite InjectionAlternative No. GC2Post Remedial Monitoring(0&MOGC2a)

Annual Costs

ITEM * ITEM $ * ITEM $ ** SAMPLING * SAMPLING * NOTES

****************************************************************************************:1. Saapling * 1000.00 * 1000.00 * 3 monitoring well saaples

* * * 12 aanhours per sampling* * * period(annual) plus travel,* * * living & saaple shipping costs.

****************************************************************************************.2. Saapling * 4000.00 * 4000.00 * 1 plant effluent saaple

* * * 12 manhours per saapling* * * period(quarterly) plus travel,* * * living & sample shipping costs.

****************************************************************************************:3. Analysis * 10250.00 * 10250.00 * 5 saaples per saapling period

* * * (annual) (inc. blank and* * * duplicate)* * * Volatile Organics & Inorganics

4. Analysis * 24600.00 * 24600.00* ** ** *t******************

5. Reporting * 1900.00 * 1900.00* *

6. Analysis Review

TOTAL ANNUALCOST

* 20000.00*

**

41750.00 * 61750.00

3 saaples per sampling period(quarterly) (inc. blank andduplicate)Volatile Organics & Inorganicsi*******************************10 aanhours per quarterly & annualreport plus other direct costs.i******************************Analysis Review performed foryears 5,10,15,20,25,30i***********************Post Remedial monitoring willbe performed quarterly &annually for years 1 thru 30

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OSBORSE LANDFILL SITEGrove City, Pennsylvania

Êxtraction, Physical Treataent,isite Injection

\Âternative No. GC3(04MOLGC3)


• • • • • . . .-*. * * * ** * * * *

ITEM * QTY * UNIT * UNITS * ITEMS * NOTES*****************************************************************************************1. Energy * * * * *

a. Electric * 231898 * Kw-hr * .085 * $19711 * Treatnent Plant* * * * *

*****************************************************************************************2. Maintenance * , * * * $12800 * 3X of Capital Cost

* * * * ******************************************************************************************3. Operator * 416 * KR * 30.00 * S12480 * 8 HR/Keek

* * * * ******************************************************************************************

* * * . * *TOTAL ANNUAL * * * * *

COSTS * * * * S44991 * Years 1 thru 20

OSBORNE LANDFILL SITEGrove City, PennsylvaniaExtraction, Physical/Cheaical Treatment,Onsite InjectionAlternative No. GC3Post Remedial Monitoring(0&MOGC3a)

Annual Costs

ITEM * ITEM $ * ITEM $ ** SAMPLING * SAMPLING * NOTES* 1 THRU 20 * 21 THRU 25 *

1. Saapling

2. Sampling

3. Analysis

4. Analysis

5. Reporting

TOTAL ANNUALCOST

1000.00 * 1000.00***

4000.00 **

10250.00 * 10250.00***

24600.00**

1900.00 * 1900.00

*41750.00 * 13150.00

3 aonitoring well saaples12 manhours per saaplingperiod(annual) plus travel,living & sample shipping costs.************************1 plant effluent saaple12 aanhours per samplingperiod(quarterly) plus travel,living & sample shipping costs.******************************5 saaples per saapling period(annual) (inc. blank andduplicate)Volatile Organics <\ Inorganics******************************3 samples per saapling period(quarterly) (inc. blank andduplicate)Volatile Organics & Inorganics*******************************10 aanhours per quarterly & annualreport plus other direct costs.******************************Post Remedial aonitoring willbe performed quarterly &annually for years 1 thru 20and years 21 thru 25 as noted

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OSBORNE LANDFILL SITEGrove City, Pennsylvaniavo Action With Monitoring

âlternative No. GH1Remedial Monitoring

(0&MOLGH1)

Annual Costs

ITEM * ITEM S* ANNUAL* SAMPLINGt**************

1. Sampling * 1000.00*

ITEM S *ANNUAL *SAMPLING * NOTES

1000.00 * 3 nonitoring well samples,* 12 oanhours per sampling

* * * period(annual) plus travel,* * * living t sample shipping costs.

*****************************************************************************************2. Analysis * 10250.00 * 10250.00 * 5 saaples per sampling period

* * * (annual) (inc. blank and* * * duplicate)* * * Volatile Organics tV Inorganics

*****************************************************************************************3. Reporting * 950.00 * 950.00 * 20 nanhours per annual report

* * * plus other direct costs.*****************************************************************************************4. Analysis Review * * 20000.00 * Analysis Review performed for

i * * * years 5,10,15,20,25,30\ *********************************************************t******************************

* * * Post Remedial monitoring willTOTAL ANNUAL * * * be performed annually for years

COST * 12200.00 * 32200.00 * 1 thru 30

AR301.552

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical Treatment,Offsite InjectionAlternative No. GH2(0&MOLGH2)


**

ITEM * QTY****************

1. Energy *a. Electric * 231898

*

UNIT

Kw-hr

**

UNITS * ITEM St*i*

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NOTES

Treatment Plant

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**********i* * *

TOTAL ANNUAL * * *COSTS * * *

$12480 * 8 HR/Week*

*$50291 * Years 1 thru 30

100

OSBORNE LANDFILL SITEGrove City, PennsylvaniaContainment, Physical Treatment,Offsite InjectionAlternative No. GH2Post Remedial Monitoring(0&MOGH2a)

Annual Costs

ITEM

1. Sampling

2. Sampling

3. Analysis

4. Analysis

5. Reporting

6. Analysis Review

TOTAL ANNUALCOST

ITEM $ * ITEM $SAMPLING * SAMPLING

1000.00

4000.00

10250.00

24600.00

1900.00

41750.00

1000.00

4000.00

10250.00

24600.00

1900.00

20000.00

61750.00

NOTESt******

3 monitoring well samples12 aanhours per samplingperiod(annual) plus travel,living & sample shipping costs.************************I plant effluent sample12 manhours per saaplingperiod(quarterly) plus travel,living t sample shipping costs.******************************5 samples per sampling period(annual) (inc. blank andduplicate)Volatile Organics & Inorganics******************************3 samples per sampling period(quarterly) (inc. blank andduplicate)Volatile Organics t Inorganics

10 manhours per quarterly fc annualreport plus other direct costs.*******************************Analysis Review performed foryears 5,10,15,20,25,30***********************Post Remedial monitoring willbe performed quarterly tannually for years 1 thru 30

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OSBORNE LANDFILL SITEGrove City, PennsylvaniaExtraction, Physical Treatment,Offsite InjectionAlternative No. -GH3(0&MOLGH3)


* * ** * *

ITEM * QTY * UNIT * UNITS*************************************

1. Energy * * *a. Electric * 231898 * Kw-hr * .085

* * *

**

ITEM S * NOTES

S19711 * Treatment Plant

2. Maintenance * * * * $18100 * 3X of Capital Cost* * * * *

*****************************************************************************************3. Operator * 416 * HR * 30.00 * $12480 * 8 HR/Week

* * * * ******************************************************************************************

* * * * *TOTAL ANNUAL * * * * *

COSTS * * * * $50291 * Years 1

AR301»563

OSBORNE LANDFILL SITEGrove City, PennsylvaniaExtraction, Physical Treataent,Offsite InjectionAlternative No. GH3Post Remedial Monitoring(0&MOGH3a)

Annual Costa

ITEM * ITEM $ * ITEM $ ** SAMPLING * SAMPLING * NOTES* YEAR 1 * YEAR 2 THRU 6 *

1. Saapling * 1000.00 * 1000.00 * 3 monitoring well saaples* -- * * 12 «anhours per saapling* * * pi-riod(annual) plus travel,* * * living & sample shipping costs.

i»*****2. Sampling * 4000.00

*

3. Analysis * 10250.00**

4. Analysis * 24600.00**

* 1 plant effluent saaple* 12 aanhours per saapling* period(quarterly) plus travel,* living t saaple shipping costs.*********************************

10250.00 * 5 saaples per sampling period* (annual) (inc. blank and* duplicate)* Volatile Organics &. Inorganics********************************** 3 saaples per saapling period* (quarterly) (inc. blank andduplicate)

* * * Volatile Organics t Inorganics

5. Reporting * 1900.00*t*4**

TOTAL ANNUAL *COST * 41750.00

1900.00 * 10 nanhours per quarterly & annual* report plus other direct costs.*********************************

: * Post Renedial monitoring will* be performed quarterly &.* annually for years 1 and years

13150.00 * 2 thru 6 as noted

107AR30U561)

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" APPENDIX P

DETAILED COST ESTIMATES SUBMITTEDBY COOPER INDUSTRIES FOR ALTERNATIVE SI2

COOPER INDUSTRIES August 22, 1989

Mr. Ray WattrusNUS CorporationPark West TwoCliff Nine RoadPittsburgh, Pennsylvania 15275-1071Dear Mr. Wattrus:

Pursuant to our August 13, 1989 meeting regarding feasibleremedial alternatives at the Osborne Landfill In Grove City,Pennsylvania, I writing to document the events that occurred and theunderstandings that were reached. As the attached attendance listIndicates, the meeting was attended by not only Cooper and NUSpersonnel, but also by representatives of Calgon, Geo-Con and HartEnvironmental (HART). The purpose of the meeting was to holddetailed discussions about the feasibility of Installing a slurrywall, cap and dewaterlng system at the subject site. While Cooperdoes not believe that even this extensive scope of remedialactivities Is necessary or appropriate under CERCLA to addressenvironmental circumstances at the Osborne site, we certainly believethat this alternative Is much more cost efficient than (and equallyeffective to) other alternatives discussed 1n the Draft FeasibilityStudy.

Specific discussions during our meeting Involved the technicalfeasibility of a slurry wall at the site; the methods of constructionInvolved In the Installation of a slurry wall; the groutingtechniques Involved 1n sealing any mine voids within the subsurfaceformation; and the estimated costs of Installation. Additionaldiscussions were held regarding the type of ground water treatmentneeded during site dewaterlng and Us associated cost. Finally,general discussions were held regarding support documentation for theslurry wall/cap/dewaterlng scenario and the establishment of ARAR'sfor the remediation activities.

The following Is a more detailed summary of the technical Issuesdiscussed at the meeting:

I. Slurry Wall Installation

Mr. Ken Andromalos of Geo-Con explained that mine voids andother major fractures 1n the "Hlghwall" area on the site canbe sealed by grouting. Specific techniques Involving theuse of air rotary drilling and grout Injection were

COOPER INDUSTRIES. INC.First City Tower. Suite 4000. P.O. Box 4446Houston. Texas 77210(713) 739-5400 Telex: 775525 COOPER IND HOU

Mr. Ray Wattrus -2- August 22, 1989

discussed. Mr. Andramolos pointed out that these groutingtechniques are well proven, generally accepted technology.Mr. Steve Day of Geo-Con explained the construction

* techniques Involved 1n slurry wall Installation, especiallyIn the 'Hlghwall" area. Mr. Day commented that there are noapparent technical difficulties associated with slurry wallInstallation that would preclude slurry wall erection.Following these discussions, Cooper presented NUS with apreliminary cost estimate for slurry wall Installation thatwas prepared by Geo-Con, the Installer of about 60% of allenvironmental slurry walls 1n the country. The costestimate (Attachment 1) for a sol1/bentonlte wall at thesite totals approximately $1.2 million, assuming a 50%contingency. The unit cost for the wall 1s about $3.30 pervertical square foot.Other slurry wall Issues discussed Included the technicaland cost differences between a so11/bentonlte wall and acement/bentonite wall as well as the possible use of ninespoils and treated site water during wall construction. Withrespect to the types of slurry walls, It was concluded thata sol 1/bentonlte wall 1s 7ess expensive* but storeImpermeable than a cement/bentonite wall (I.e., <10"'cm/sec). Therefore, It was concluded that a soil slurry

v .. wall should be used In the cost estimate. A second Issue"—"' discussed was the possibility .that more than 500 linear feet

(If) of rock may be encountered during wall construction.To address this possibility, additional costs have been

. budgeted for subsurface Investigation. A third Issuediscussed was the possible use of treated on-site pond waterto mix the slurry and grout mixtures. NUS representativescommented that the use of this water should not pose aproblem.

II. Dewaterlno Extraction and Treatment System

A discussion of the dewaterlng treatment system with Calgonrepresentatives revealed that solids/metals and organictreatment would be required prior to effluent discharges.While actual discharge limits were not able to beestablished, it was mutually agreed that the proposed systemin the Draft FS report was generally appropriate, althoughthe Initial capital costs was generally, appropriate,although the Initial capital costs appeared to beoverstated. Cooper gave NUS a copy of the estimatedequipment costs for a treatment system, as prepared byCalgon (Attachment 2).


Calgon and Cooper representatives also discussed the conceptof a "phased treatment system" design. Such a designInvolves the Initial Installation of a permanent solids/metals treatment system and a temporary (leased) largegranular activated carbon unit, which would be operated forthe first 5 to 6 months of the project to handle the largerflows (i.e., 100 to 250 gpm) associated with pond andInitial aquifer dewaterlng. Once this initial large flowdewaterlng task was completed, a much smaller permanentcarbon unit would be installed to handle the lower flowsassociated with maintaining the depressed water table withinthe slurry walled area. Such a phased approach shouldgreatly reduce long term operation and maintenance costsassociated with maintaining the phase of this project.During this discussion, Mr. Robert McLaren, NUS, stated thatany proposed dewaterlng scenario should consider asufficient depression of the water table to Insure novertical leakage into the Homewood formation. Thisadditional depression could affect the volume of water whichwill infiltrate Into the walled area and require pumping andtreatment. In order to determine the Impact of thisadditional depression on long terra treatment costs, HARTpersonnel have calculated the total leackage volume and,with Calgon's assistance, estimated the treatment systemoperation and maintenance cost. This calculation isIncluded as Attachment 3.- . ..In closing, Copper has agreed to supply both NUS and theagency (i.e., Mr. Roy Schrock) with the followingInformation to assist in the development of an appropriateFS addendum prior to the agency's release of this documentfor public comment:1. Modified long term ground water treatment operation and

maintenance costs, as well as barrier leakagecalculations.

2. A brief narrative of the slurry wall/groutingconstruction techniques from Geo-Con.

3. A final listing of Cooper's estimated project costs forthe slurry wall/cap/dewaterlng scenario.

Similarly, NUS agreed to complete the FS addendum and list rangesof estimated costs where there were major differences between NUS andCooper's calculated costs.


I want to take this opportunity to thank you for your cooperationIn developing the slurry wall/cap/dewaterlng scenario at the Osbornesite.

Sincerely,COOPER INDUSTRIES, INC.

Michael J. O'BrienManager, Environmental Affairs

MJO/alcAttachmentscc: R. Schrock

F. VavraR.W. TeetsF. SimunlcJ. AlienD. Stephenson

(L-D-#464/4)

AR30l»57l

AUGUST 18. 1989

NAME COMPANY PHONE NUMBER

F. Slmunlc Cooper Industries (412) 458-8000M.J. O'Brlen Cooper Industries (713) 739-5612Georglane Riley Calgon Carbon (412) 787-6313AI Ray Calgon Carbon (412) 787-6825Ken Andromalos Geo-Con (412) 856-7700Steve Day Geo-Con (412) 856-7700Steve Hughes NUS (412) 783-1080Robert McLaren NUS (412) 788-1080Ray Wattrus NUS (412) 788-1080Harold McCutcheon Hart Engineers (412) 737-7144Jeff Alien Hart Engineers (412)787-7144

(L-D-1464/6)

AR3LU572

A T T A C H M E N T 1

GEO-CON INC.Prnt °. 601 3By n.,- Proiect

Chkd. By ______ Oat. _________ Subject -oy ^ . _____________ Sheet No.fffc.

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OSBOURNE LANDFILL, GROVE CITY, PA

Treatment Requirements & Budget Estimates

I. Pretreatment System; Metals & Solids Removal (See attacheddiagram)

100 GPM $150 - 200,000

improved performance $250 - 300,000

250 GPM $250 - 300,000

improved performance $350 - 425,000

II. Carbon System/Temporary

Mobile Adsorber @ 100 GPM

Set-up $30,000(Includes frt. to job site,carbon fill start-upassistance) .

Monthly fee $ 3.150

Demobilization (frt., $10,000(tear-down,refurbish)

Dual Module @ 250 GPM

Set-up $55,000

Monthly Fee $ 5,850

Demobilization $13,000

III. Carbon System/Permanent

Disposorb - 350 gal. $ 2,940/unit(Up to 30 GPM flow rate)10001 react GAG

For continous operation @ same concentrations10 gpm flow rate - GAC use is " 5I/day.*. Need ~ 2 units/year

AR31U576

CALGOH CARBON CORPORATION «/•«./»!»-r , « r, ,PROJECT OSE>Qgflk LttrtfDFlLL_________ PROJECT NO.ENGINEERING DEPARTMENT ————————— ————————————

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AR30I*578

COOPER INDUSTRIESOSBORNE LANDFILL

SUMMARY OF CALGON COSTS FOR ANNUAL TREATMENT

Initial dewaterlno HOP opm)

Treatment $0.27/1000 gal « $38.00/daySludge Disposal • 15 ft3/day

Sludge:15 ft3/day x 30 days/month x 5 months « 2,250 ft3

« 83.33 yd3

Carbon:1,500 ft3 - 55.56 yd3 -

Total - 138.89 yd3Approxlate 140 yd3

o Assume $200 per yd3 • $28,000.00

Annual Costs

Sludge:2.5 ft3/day x 365 days/yr - 912.5 ft3/yr

- 33.80 yd3/yr

Carbon" ,350 gallons/unit x 2 unlts/yr x 1 ft3/7.481 - 93.57 ft3/yr

- 3.47 yd3/yrTotal - 37.27 yd3

Approxlate 40 yd3/yr

o Assume $200 per yd3 • $8,000.00/yr

CHI'O ______ DATl _..._.._

MTI .a/fi-tt.., HA..a EHQIWEERS, me. SHEIT

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CHK'O______ BATE.

SHEETHART ENGINEERS, INC.

SUBJECT . o O r - - i M - J . ^ —————————— __ ——————— _______ JOB 10.

It*

c:|c:**lc:**:*^

CLAV CAP ALTERNATIVEOSBORNE LANDFILL SITEGROVE CITY, PENNSYLVANIA

w

GOOD GRASS

LAYER t

VERTICAL PERCOLATION LAYERTHICKNESS » 12.0O INCHESPOROSITY =» 0.4730 VOL/VOLFIELD CAPACITY =» 0.2217 VOL/VOLWILTINQ POINT =» 0. 1043 VOL/VOLINITIAL SOIL WATER CONTENT a 0.2896 VOL/VOL v—'SATURATED HYDRAULIC CONDUCTIVITY =» 0.0021839998662 CM/SEC

LAYER 2

LATERAL DRAINAGE LAYER .THICKNESS •» 12.0O INCHESPOROSITY » 0.4370 VOL/VOLFIELD CAPACITY - » O.13O9 VOL/VOLWILTINQ POINT a 0.0580 VOL/VOLINITIAL SOIL MATER CONTENT =• 0.3643 VOL/VOLSATURATED HYDRAULIC CONDUCTIVITY =• O.OO100OOOO0473 CM/SECSLOPE * 3.00 PERCENTDRAINAGE LENGTH a 13O.O FEET

LAYER 3

BARRIER SOIL LINERTHICKNESS A.OO INCHESPOROSITY 'OL/VOLFIELD CAPACITY OL/VOLWILTING POINT • OL/VOLINITIAL SOIL WATER CONTENT a v. ._ ;OL/VOLSATURATED HYDRAULIC CnNDUCTlVITY » 0. OOOOOO) ' OOOOO CM/SEC

LAYER 4

LATERAL DRAINAGE LAYERTHICKNESS - 360.00 INCHESPOROSITY - '0.437O VOL/VQLF"!ELD CAPACITY ^ O.O624 VOL/VOLWILTING POINT = 0.0245 VOL/VOLINITIAL SOIL WATER CONTENT » O.O649 VOL/VOLSATURATED HYDRAULIC CONDUCTIVITY » O.0057999999262 CM/SECSLOPE = 0.00 PERCENTDRAINAGE LENGTH » 150.O FEET

LAYER 5

BARRIER SOIL LINER WITH FLEXIBLE MEMBRANE LINERTHICKNESS » 12.00 INCHESPOROSITY = 0.40OO VOL/VOLFIELD CAPACITY = 0.3560 VOL/VOLWILTING POINT « 0.2899 VOL/VOLINITIAL SOIL WATER CONTENT = 0.4000 VOL/VOL 'SATURATED HYDRAULIC CONDUCTIVITY = O.OOOOOOO10OOOO CM/SECLINER LEAKAGE FRACTION « O.OOOOOOOO

GENERAL SIMULATION DATA

SCS RUNOFF CURVE NUMBER » 66.43TOTAL AREA OF COVER = 261360. SQ FTEVAPORATIVE ZONE DEPTH » 24.OO INCHESUPPER LIMIT VEG. STORAGE " 11.160O INCHESINITIAL VEG. STORAGE - 7.8136 INCHES

SOIL WATER CONTENT INITIALIZED BY PROGRAM.

CLIMATOLOGICAL DATA

DEFAULT RAINFALL WITH SYNTHETIC DAILY TEMPERATURES ANDSOLAR RADIATION FOR PITTSBURGH PENNSYLVANIA

MAXIMUM LEAF AREA INDEX * 3.30START OF GROWING SEASON <JULIAN DATE) -123END OF GROWING SEASON <JULIAN DATE) - 283

NORMAL MEAN MONTHLY TEMPERATURES* DEGREES FAHRENHEIT¥ - • • - '

JAN/JUL FEB/AUG MAR/SEP APR/OCT UN/DEC

AR30i?58528.8O 38.SO 50.10 39.7O 68.10

^

AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 74 THROUGH 78

JAN/JUL FEB/AUG MAP/SEP APR/OCT MAY/NOV Jl IN/DEC

PRECIPITATION

TOTALS 3.67 1.98 3.69 2.47 3.20 3,953.49 3.68 3.74 2.98 t.92 3.41

STD. DEVIATIONS 1.55 1.61 1.24 0.34 1.54 0.991.19 2.35 0.95 1.11 0.90 t.ll

RUNOFF

TOTALS O.2O9 0.433 0.473 0.111 O.002 O.OOOO.OOO O.OOO 0.000 0.000 0.000 O.OOO

STD. DEVIATIONS 0.459 0.927 0.723 0.249 0.004 0.000O.OOO O.OOO O.OOO O.OOO 0.000 O.OOO

EVAPQTPANSPIRATION

TOTALS O.605 1.194 2.366 2.768 3.292 *.4576.298 3.147 2.967 1.99O 1.185 0.597

STD. DEVIATIONS O.104 0.224 0.287 0.182 1.314 0.4661.978 1.291 0.933 0.371 0.200 0.119 .,

LATERAL DRAINAGE FROM LAYER 2

TOTALS 0.3002 0.5318 0.5653 0.4593 0.359O 0.19360.0463 0.0003 0.0023 0.0278 0.0419 0.0917

STD. DEVIATIONS O.2097 O.2403 0.2696 0.1496 0.1123 0.05080.0423 0.0003 0.0051 0.0621 0.08O2 0.0639

PERCOLATION FROM LAYER 3

TOTALS 0.16O1 0.1720 0.1882 O.1769 0.1726 0.14740.0911 0.001> 0.0044 0.0283 0.0311 0.1139

STD. DEVIATIONS O.O263 O.O270 O.O269 O.O133 O.01O7 0.0086O.0506 O.O030 O.0099 O.0631 O.0716 0.0246

LATERAL DRAINAGE FRON LAYER 4

TOTALS O.O733 O.073O O.O899 0.0942 0. 1039 * 0.10340.1098 0.1027 0.0907 0.0872 0.0808 0.0829

STD. DEVIATIONS O.0363 0.0333 0.0349 0.0324 O.0317 0.0286O.0263 0.0219 O.0183 O.O172 0.0179 0.0204

PERCOLATION FROM LAYER 3

TOTALS O.OOOO O.OOOO 0.0000 O.OOOO 0.0 OOO O.OOOO- D Q n i C Q/O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO 0. OOOO* n O U 4 J W*

STD. DEVIATIONS O.OOOO O.OOOO 0.0000 O.OOOO O.OOOO 0.0000O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO O.OOOO

i » t t r t * s t t - * t t ; f ! : t s - i s t t i t' f t t t - I t S t t I * t r • : * * * * 8 t t t t j i : ; - •• t t t t • t . - , t - - aV^/VERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 74 THROUGH 7g

(INCHES) <:CU. FT. ) PERCENT

PRECIPITATION 38.09 C «i.O79l 929687. 100.OO

RUNOFF 1.278 «. 1.499!) 27830. 3.35

MVAPOTRANSPIRATION 32.865 ( 3.154) 7158O4. 36.27

LATERAL DRAINAGE FROM 2.6199 ( 1.0122) 57062. 6.88LAYER 2

ÊRCOLATIQN FROM LAYER 3 1.2978 ( 0.2694) 28267. 3.41

LATERAL DRAINAGE FROM 1.0977 < O.3083) 23908. 2.89LAYER 4

PERCOLATION FROM LAYER 5 O.OOOO <: 0.3083) 0. 0.00

CHANGE IN WATER STORAGE 0.233 < 2.173) 5082. 0.61

X****X:*X**.W

:r*r****************.t*****PEAK DAILY VALUES FOR YEARS 74 THROUGH 78

(INCHES) (CU. FT.)

PRECIPITATION 2.29 49876.2

RUNOFF 0.951 2O714.4

LATERAL DRAINAGE FROM LAYER 2 0.0263 377. O

PERCOLATION FROM LAYER 3 ' 0.0069 149.2

HEAD ON LAYER 3* 24.5

LATERAL DRAINAGE FROM LAYER 4 0.0046 99.7

PERCOLATION FROM LAYER 5 O.OOOO O.O

HEAD ON LAYER 5 6.G

SNOW WATER 2.29 49937.6

MAXIMUM VEG. SOIL WATER (VOL/VOL) O.46SO

MINIMUM VEG. SOIL WATER (VOL/VOL)

** R 3 0 k 5 8.7— ********

FINAL WATER STORAGE AT END OF YEAR 78

LAYER CINCHES) (VOL/VOL)

1 3.23 0.2691

2. 4.'M 0.4O88

3 10.32 0.4300

4 24.37 0.0677

5 4.80 0.4000

SNOW WATER 0.00

:*:**:*:**:******:**:**:**:****:*:***


AR301&589

^GEO-CON INC.GEOTECHNICAL CONTRACTING

August 21, 1939

9-S107/9-G073

Cooper IndustriesLincoln AvenueOrove City, PA 16127

Attm Frank SimunicMike O'Brien

pudtyat Cost Ratimats:9lurry WallCity, Pennsylvania

Dear Mr. SimunictThis preliminary cost estimate is presented to confirm our v/discussions during our meetings of August 17 and Id, 1989. Ourestimate is based on the limited data available. When morecomplete information is available, we hope to provide you withfirm pricing for the construction.fleooe of Work

As a portion of a landfill remediation and closure, we propose toconstruct a soil-bantonite slurry wall to control groundvator flowon the site. The planned slurry wall will be about 3,200 ft.long, about 2-1/2 ft. wide, and up to 50 ft. deep. Host of theslurry wall will be constructed through mine spoil and key into anunderlying clay aguiclude. A sketch of the planned alignment isattached.A portion of the alignment about 300 ft. long, will intersect anexisting strip mined highwall which will require extra measures tocreate the cutoff through soft rock. In this area a work platformwill be excavated into the highwall to provide access. Next, agrout curtain/mine grouting treatment will be employed to fill anylarge voids which could effect slurry wall construction, seesketch of flurry vailAll mine voids encountered will be filled to form a bulkhead ofcement/fly ash grout which will effectively seal the mine. Znaddition, pressure grouting of the rock may be used in areas withlarge fissures which require sealing. After grouting is complete,

RO Soa * 7380 • Plttifturgn. f»A 43235 • T«l (4«2)S5d- 7700 AR304590

GEO-CON INC.

August 21, 1989Page 2

the rock will ba loosened with large diameter (2-1/2 ft.) caissonholes spaced on about 5 ft. centers* Finally, the slurry wallwill be excavated with a rock ripper bucket and filled with soil-bentonite. Soil for tha eoil-bentonite will be borrowed from thehighwall excavation for the working platform. We will provide allquality control equipment, testing and laboratory services for thework.Assumptions , ' - . • • 'This estimate is based on the following assumptions:1. All earthwork and work platform construction will ba by

ethers.2. An adequate water source will ba available onsite for slurry

mixing.3. The soft shale and sandstone is conservatively assumed to be

hard enough to require pre-drilling. Given tha limitedboring information, pra-drilling may ba unnecessary with ourrock ripper bucket*

4. Personal protective equipment and procedures for EPA Level Dis appropriate.

5. The groundwater is compatible with a premium, non-treatedgrade of bentonite. Pre-job laboratory testing must beemployed to determine compatibility of aoil-bantonita andadeguate proportioning to achieve a long tana permeability efIO"7 cm/sec.

6. Non-union labor.7. Disposal of excess slurry and backfill onsite.8. Capping of the slurry wall by others.9. • Bond.

Estimated Costs •

Our estimated costs for this project are as follows tMine Void Grouting Lump sum $ 80,000.00Pre-Drilling 4,000 vf @ $60.oo/vf 340,000.00Slurry Hall 128,000 sf C $3.30/sf *" "-- ~a

Estimated Totatf R 3 0 k 5 9 |

GEO'CON INC.

August 21, 1989Page 3

our pricing is contingent on reaching mutually agreeable contractterms and conditions.Gloaina

Thank you for the opportunity to review this project. Thisproject is wall within our capabilities and we welcome theopportunity to bid or negotiate the work when your design iscomplete.Please feel free to call if you have any questions.

sincerely,G20-<

IStevan R.Slurry WallGroup Manager

&&Ubb«*Kenneth B. Andromalcs ^Drilling and GroutingGroup Manager

9RD/KBA/lmw

AttachmentsSent via FAX to Cooper Industries - Houston Office713-739-3333 Or 3330

AR30l*592

INC.

Pittiburah, PA 1S23SQeotechnteal Contracting <41J> 244*200ay <ftQ Data tf/ftf.' - e..h|. T T £/*tf J*r7/g* ShetC No. -.2, . of %•______Chkd 8y______-A^—' <*ffr**& SL i /I/.—42J———.———————— Pro). No.

// dvtr

-I

A T T A C H M E N T S

OSBORNE SITEESTIMATED PROJECT COST

SLURRY WALL/CAP/DEWATERINQ

Installation and First Year Cost:

ITEM COST

1. Barrier and Slurry Wall $ 742,4002. Wetlands Excavation and

Restoration $ 137,8953. Site Grading Including Hlghwall

Cut Down and Pond Water Removal $ 716,2004. Clay Cap $ 311,1805. Extraction Sump System $ 150,0006. Water Treatment Unit $ 300,0007. Disposal Sludge and Carbon S 23.000

Capital Cost $ 2,835,6753. Health and Safety Mark-up $ 500,0009. Engineering Cost S 150.000

Subtotal $ 3,535,675

Clap Cap O&H $ 30,00010. Annual Treatment Costs

Two Dlsposorb Units $ 5,880For 10 gpra 93,600,000 gal/yr.

11. Equipment Rental Cost/Yr. $ 49,45012. 3 Months Operator Cost S 21,600

9 Months Operator Cost2 days (8 hour) per month S 5.400

Subtotal $ 112.330

Contingency Annual Costa

1. Annual Cap Maintenance $ 30,0002. Annual Operating Cost S 62,5303. Annual Waste Disposal Cost S a.OOP

Total Annual Cost: $ 100,530

Total Cost $ 3,643,005Contingency 30% $ 1.094.401First Year Total Cost: $ 4.742.406

Present Worth of 30 years of O&N $ 1,601,033Total Present Worth of Alternative $ 6.343.439

(L-D-1464/5)

AR304596

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