€ N V I R O N EPA Region 5 Records Ctr.

311944

March 7, 2008

MEMORANDUM

To: Service List (attached) USEPA, Underground Injection Control Branch (WU-16J) Alan Tenenbaum, U.S. Department ofjjustice Mary Ann Habeeb, State of Indjj

From: Ronald E. Hutchens, P.E

Subject: Progress Report No. 190 February 1 through Febmary 29, 2008 Remedial Design/Remedial Action Midco I and II Sites, Gary, Indiana

PROGRESS TOWARD IMPLEMENTING THE CONSENT DECREE

a Continued operation of the Midco I and II Sites' ground water extraction and treatment systems (GWETS) and injection of treated ground water.

a Continued operation of the Midco I Soil Vapor Extraction (SVE) system.

• Continued operation of the Midco II Soil Vapor Extraction/Air Sparge (SVE/AS) system.

a Collected the monthly effluent samples from the Midco I and II Sites' ground water treatment systems (GWTS) on February 21, 2008.

MIDCO DEEP INJECTION WELL OPERATING CONDITIONS

a The daily maximum injection pressure, sight glass levels, and minimum differential between injection pressure and annuius pressure are summarized in Table 1. The operating flow rates at the Midco I and Midco II Sites' GWTS are presented on Figures 1 and 2, respectively. The daily maximum injection pressures and flow rates are presented on Figure 3. The daily sight glass levels are shown on Figure 4.

a Total volume of treated water injected:

February Year-to-Date Total-to-Date

Midco I Site 1,332,940 2,603,198

134,250,083

Midco II Site 2,138,760 4,491,002

[95,588,217

Deep Well Site 3,471,700 7,094,200

329,838,300

www.environcorp.com 740 Waukegan Road, Suite 401, Deerfield, IL 60015 Tel: 847.444.9200 Fax: 847.444.9420

• Annuius system fluid removals - None • Annuius system fluid additions - None • Noncomphance occurrences - None

SYSTEM SHUTDOWNS

• Details of the Midco I and Midco II Sites' non-GWETS-related shutdowns, and the scheduled and non-scheduled GWETS-related shutdowns are summarized in Table 2.

a The Midco I site had one non-GWETS-related shutdown. A power failure occurred on February 21, 2008 at 17:42 for 62 minutes. The Midco II Site had one non-GWETS-related shutdown. A power failure occurred on February 21, 2008 at 17:42 for 78 minutes.

SAMPLING AND TEST RESULTS

a No analytical data were received from the data validator this month.

PLANS AND PROCEDURES COMPLETED UNDER THE RD/RA PROJECT PLAN

a None during this reporting period.

ACTIVITIES TO BE CONDUCTED DURING MARCH 2008

a Continue operation of the Midco I and II Sites' GWETS and injection of treated ground water,

a Continue operation of the Midco I SVE system, a Continue operation of the Midco II SVE/AS system.

PERCENT OF COMPLETION OF THE RD/RA

RD/RA Project Plans 100% Underground Injection Well Application Package 100% Investigation and Monitoring Activities 100% Remedial Design of GWETS 100% Remedial Action see Table 3

PROBLEMS ENCOUNTERED AND THEIR SOLUTION

• None.

SERVICE LIST

Midco I and II Coordinator (5CS) Regional Counsel United States Environmental Protection Agency 77 West Jackson Boulevard Chicago, IL 60604

Arthur A. Schulcz, Sr. The Law Office of Arthur A. Schulcz, Sr. 2521 Drexel Street Vienna, VA 22180

Richard E. Boice, P.E. United States Environmental Protection Agency 77 West Jackson Boulevard (Mail Code: SR-6J) Chicago, IL 60604-3590

Michael Murphy Rust-Oleum Corporation 11 Hawthorn Parkway Vemon Hills, IL 60061

Assistant Attorney General U.S. Department of Justice Environment and Natural Resource 1425 New York Avenue- 13th Floor Washington, D.C. 20005

Bruce White, Esq. Karaganis, White & Magel, Ltd. 414 North Orleans, Suite 810 Chicago, IL 60603

Midco I and II Coordinator Attomey General State of Indiana Room 219, State House Indianapolis, IN 46204

Natalie Walsh Walsh Law Offices 4434 North Tripp Avenue Chicago, IL 60630

Stephanie Andrews Office of Environmental Response Indiana Department of Environmental

Management 100 North Senate Avenue Indianapolis, IN 46206-6015

T A B L E S

TABLE 1

DEEP INJECTION WELL OPERATING PARAMETERS FEBRUARY 2008

MIDCO I AND MIDCO II SITES GARY, INDIANA

Date 2/1/2008 2/2/2008 2/3/2008 2/4/2008 2/5/2008 2/6/2008 2/7/2008 2/8/2008 2/9/2008

2/10/2008 2/11/2008 2/12/2008 2/13/2008 2/14/2008 2/15/2008 2/16/2008 2/17/2008 2/18/2008 2/19/2008 2/20/2008 2/21/2008 2/22/2008 2/23/2008 2/24/2008 2/25/2008 2/26/2008 2/27/2008 2/28/2008 2/29/2008

Maximum Injection Pressure

(psi) 220 232 232 230 232 232 232 231 233 232 180 225 180 223 222 220 221 219 222 212 212 212 166 210 168 206 206 184 201

Minimum Annuius Pressure

(psi) 694 695 694 693 697 693 694 686 688 679 672 670 673 673 677 674 679 678 668 668 665 665 674 676 670 668 663 665 661

Minimum Injection/Annulus

Differential Pressure

(psi) 474 463 462 463 465 461 462 455 455 447 492 445 493 450 455 454 458 459 446 456 453 453 508 466 502 462 457 481 460

Sight Glass Level

(inches) 21.0 22.0 22.0 22.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0

Key: psi = Pounds per square inch

TABLE 2

RATIO CALCULATIONS AND SHUTDOWN SlIM^L\RV FEBRIARY 2008

MIDCO I AND U SITES GARY, EVDUNA

Page 1 of 3

Parameter

HP-UV flow rate' HP.TJV operating lamps UV tube cleaning cvcle

Hydrogen peroxide feed pH, inlet to HP/UV unit Exh-action well flow rates as of 02-29-08

EW-1

EW-2 EW-3 EW-4 EW-5 EW-6 EW-7 MW-3D MW-5D MW-6D

Extraction well flow rates necessary for capture'

EW-1 EW-2 EW-3 EW-4 EW-5 EW-6 EW-7

Ranae of detections from field gas chromatograph Methylene chloride Vinyl chloride

Treatment operating flow rate less tube cleaning

Total treated water volume

Design average flow rate'

Month duration and operating time for average monthly flow rale calculation Non-GWETS-related shutdowns (pages 2 & 3) Annuius & pipeline testing shutdowns Operating time for average monthly operating flow rate calculation GWETS-related shutdown - scheduled & non-scheduled (see pages 2 and 3) Operation time excluding all shutdowns

Ayerage monthly operating flow rate'

% average monthly operating flow rate to design average flow rate

Average monthly flow rate*"

% average monthly flow rate to design average flow rate Waste materials stored on-site for off-site disposal

Spent filters

Units

gpm count

hours

ppm pH units

gpm gpm gpm gpm gpm gpm gpm gpm gpm gpm

gpm gpm gpm gpm gpm gpm gpm

U.R/L

Pg/L

gpm gallons

gpm

davs

minutes

minutes

minutes

minutes

minutes

minutes

gpm

% gpm

%

cubic yards

Anticipated off-site shipment week of Waste shipments this month

Filler cake cubic yards

Anticipated off-site shipment week of Waste shipments this month

Other wastes (specify): | Anticipated off-site shipment week of Waste shipments this month

Midco 1 Site

21 to 37

2

2.0 280 4.0

9.0 9.0 4.0 2.0 4.0 2.0 9.0

OFF OFF OFF

6.4 6.4 N/A 1.0

N/A 1.7 6.4

>2 >2

31.4 to 36.3

1,332,940

28.0

29 41,760

62 0

41,698

20 41,678

32.0

114.2%

31.9

114.0%

15 March 10 ,2008

February 7, 2008

N/A N/A N/A

None

N/A None

Midco II Site

50.6 to 60

10 6.0 120 6.4

17.0

14.0

13.0

8.0 N/A 6.3 9.1

N/A N/A N/A

13.0

13.0

16.9

8.0 N/A 5.7 9.1

N/A N/A

49.8 to 59.7

2,138,760

50.6

29 41,760

78 0

41,682

3,562

38,120

51.3

101.4%

51.2

101.2%

7 Apnl 28. 2008

None

8 April 28 , 2008

None

None

N/A None

Deep Weir Site

' • • • • "

3,471.700

78.6

7 . -

83.3

106.0% 83.1

105.8%

• - r .

Key: HP/UV = Hydrogen peroxide/ultraviolet light GWETS = Ground water extraction and treatment system gpm ". Gallons per minute pg/L = Micrograms per liter N/A =- Not applicable

Notes: ' FTP/TJV flow rate is the process water flow rate that goes through the HP/UV. - Extraction wells EW-3 and EW-5 at the Midco I Site are used for dewatering purposes only. ' Total treated waler volume is obtained from the site treated water flow totalizer. ' Design a\erage flow rate is the model-predicted flow rates of 21.0 or 50.6 gpm, respectively for the Midco 1 and Midco II Sites. The design average flow rales

changed on February 24, 2003 from 24.5 to 50 6 gpm for Midco II. The Midco 1 design average flow rate varies between 21 and 28 gpm. based on dewatering. ' Average monthly operating flow rate is Ihe total Ireated water volume divided by the operating time excluding all non-GWETS-related shutdowns. This

value IS different from the FIP/UV flow rate because of the flow recycled during the tube cleaning. *• Average monthly flow rale is the totalized volume of treated water divided by Ihe number of minutes for ihal month.

TABLE 2

RATIO CALCULATIONS AND SHUTDOWN SUMMARY FEBRUARY 2008

MIDCO I AND U SITES GARY, INDL4NA

Page 2 of 3

Midco I Shutdown Summary |

Condition

Non-G WETS-Relaied Shutdowns Shutdown: Power failure

.Annuius * Pipeline Testing Shutdowns None

Scheduled GWETS Shutdowns None

Non-Scheduled GIVETS Shutdowns Operator shutdown; Replacing leaking HP/UV peroxide pump

Date/Time

02/21/08 17:42 Tolal

Tolal

Tolal

02.'01/08 10:20 Tolal

Duration (minutes)

62

62

0

0

20 20

Corrective .\ction

Restarted 02/21/08 at 18:44

Replaced pump and restarted

Key: GWETS = Ground water extraction and treatment system HP/UV = Hydrogen peroxide/ultraviolet light

TABLE 2

RATIO CALCULATIONS AND SHUTDOWN SUMMARY FEBRUARY 2008

MIDCO I AND II SITES GARY, INDUNA

Page 3 of 3

Midco 11 Shutdown Summai-\' 1

Condition

Non-G IVETS-Related Shutdowns Shutdown: Power failure

Annuius A Pipeline Testing Shutdowns None

Scheduled GWETS Shutdowns None

Non-Scheduled GIVETS Shutdowns Shutdown: Clarifier sludge hopper high, float stuck Shutdown: Clarifier sludge hopper high, float stuck Shutdown: Clarifier trouble, sump high, sludge buildup overflowed mixing lank ShutdowTi: Clarifier backwash lank high Shutdown: Clarifier backwash tank high Shutdown: Clarifier trouble, sand filler feed tank high. Pump tripped out Shutdown: Clarifier trouble: backwash supply lank, float frozen in place. Sub-zero temperatures Shutdown: Clarifier backwash tank high Shutdown; HP/UV trouble, lamp #12 failed Shuldovvn; Clarifier trouble, sump high, hose came off sand filler valve Operator shutdown: Maintenance on HP/UV system Shutdown: Pre treatment system tank level low, EW-2 tripped out Shutdown: HP/UV trouble, lamp enclosure moisture Shutdown: Pre treatment system tank level low, EW-6 low flow Shutdown: Pre treatment system lank level high, surge from clarifier during liP/UV tube cleaning Shutdown: Pre treatment system tank level low, EW-2 Inpped out Shutdown: Pre treatment system tank level low, EW-2 tripped out Shutdown: Pre treatment system lank level low, EW-2 ffipped out Shutdown: Pre treatment system tank level high, MMF pump surge during tube cleaning Shutdown: Pre treatment syslem tank level low, EW-6 low flow Shutdown; Pre treatment system tank level low. EW-6 low flow Shutdou-n: Pre treatment system tank level low, EW-6 low flow Shutdown: Pre treatment system tank level low, EW-7 low flow

Date/Time

02.'21/08 17:42 Total

Tolal

Total

02/01/08 06:17 02/03/08 06:17 02.'04/08 12:34 02/11/08 00:48 02/11/08 07:25 02/11/08 08:20 02/12;'08 09:23 02/13/08 04:50 02/13/08 08:08 02/13;'08 08:45 02/14/08 08:15 02/16/08 19:47 02/17/08 13:14 02/19/08 05:19 02/19/08 13:43 02/22/08 20:58 02/24/08 11:12 02/25/08 03:56 02/26/08 08:45 02/26/08 11:25 02/27/08 13:10 02/27/08 21:05 02/29/08 02:38

Total

Duration (minutes)

78 78

0

0

63 273 50

372 10 5 12 165 28 15

145 63 211 101 9

853 168 184 15 15 8

535 262

3.562

Corrective .Action

Restarted 02,21/08 al 19:00

Freed float and restarted Freed float and restarted Cleared sludge and restarted Lowered tank and restarted Lowered lank and restarted Reset pump controls, restarted Thawed float and restaned Lowered tank and restarted Replaced lamp #12 Replaced hose, restarted Restarted 02/14/08 at 10:40 Reset pump controls, restarted Dried sensors and restarted Lowered flow, scheduled cleaning Lowered tank and restaned Performed troubleshooting for EW-2 Performed troubleshooting for EW-3 Installed new pump in EW-2 Lowered tank and restaned Lowered flow, scheduled cleaning Lowered flow, scheduled cleaning Cleaned EW-6 Lowered flow, scheduled cleaning

Key: GWf:TS = Ground water extraction and treatinent system HP.UV = Hydrogen peroxide/ultraviolet light MMF = Multi-media feed

TABLE 3

PERCENTAGE OF COMPLETION OF THE REMEDIAL ACTION ACTIVITIES

MIDCO I AND II SITES GARY, INDIANA

Remedial Action Component

Ground water extraction, treatment, disposal system

Soil treatment

Final site cap and access

Long-term monitoring, cap repair, and reactivation of ground water treatment system Monitoring and maintenance obligations for 15 years after RA is certified complete

Activity

Sampling and analysis of treated ground water for MAC parameters

Sampling and analysis of ground water for TCL/TAL and Appendix IX parameters and influent for MAC parameters

Detection sampling after attainment of CALs

Operation and maintenance of ground water treatment system

60-foot square saiTipling and results evaluation

Calculation of soil risk levels

Semiannual soil gas and shallow wells

Binder treatability study

Chemical oxidation bench-scale study

Barrier wall

Pilot SVE

Confirmation testing of S/S, SVE attainment

Excavation and consolidation of soils

RCRA Subtitle C cap, 3-5% slope, 5-foot thickness all layers

Percentage of

Completion

Midco I

N/A

N/A

0

N/A

100

100

100

100

100

100

0

0

0

0

0

0

Midco II

N/A

N/A

0

N/A

100

100

100

100

100

N/A

100

0

0

0

0

0

Key:

N/A = Not applicable

F I G U R E S

FIGURE 1

O P E R A T I N G F L O W RATES

MIDCO I SITE GARY, INDIANA

1

30.00 -

- 25.00

O

"5 20.00 PC

^ 15.00 -

10.00

5.00 -

0.00

s -- ^ A ^ Y

l-Feb-08 6-Feb-08 1 l-Feb-08 16-Feb-08 2l-Feb-08 26-Feb-08

Date

• Average Daily Operating Flow Rate O Average Daily Flow Rate • Design Average Flow Rate

FIGURE 2

OPERATING FLOW RATES MIDCO II SITE

GARY, INDIANA i v . y j

ou.u - » _k^ a-—1

50.0 '

g 40.0 -

1 1 30.0

20.0 -

10.0

0.0 -

^ . -v.. 1 • - . m ^ » J

1 a • • m - ^

h. • X A

^ \ ^ ^ ^

\ A J V J v

l-Feb-08 6-Feb-08 1 l-Feb-08 16-Feb-08 2l-Feb-08 26-Feb-08

Date

•Average Daily Operating Flow Rate O Average Daily Flow Rate M Design Average Flow Rate

FIGURE 3

250

200

^ 150 o

DAILY OPERATING PARAMETERS MIDCO DEEP INJECTION WELL

GARY, INDIANA

u OH

100

0

l-Feb-08 6-Feb-08 ll-Fcb-08 16-Feb-08 2l-Feb-08 26-Feb-08

Date

• Maximum Injectioti Pressure (psi) -Average Daily Flow Rate (gpm)

FIGURE 4

28.0

26.0

24.0

22.0

- 20.0 >

'^ 18.0

16.0

14.0

12.0

10.0

DAILY SIGHT GLASS LEVEL MIDCO DEEP INJECTION WELL

GARY, INDIANA

,A ' V-

l-Feb-08 6-Feb-08 1 l-Feb-08 16-Feb-08 2l-Feb-08 26-Feb-08

Date

• Sight Glass Level (inches)

S C H E D U L E S

MJDCO I REIMEDIAL DtSIGNl/REMtUrAL ACTION

rrojcci PUns, Design & Constmction Management

I. Projecl Pljns

i. Preparation of RD/RA Work Plan, bivesdgatkm and Moniloring Plan, Health & S ^ t y ^ m . w d QAPP

ii. Respimd to Region V EPA t o m m e n t s o n Plans

n . Design and Construction V U n a g e m m t

i. Design of ground water cxtractimi and treatment systems

il. Soil treatment design

iii. RCRA cap design package

iv. Other Engineering, Design and Constnictian M o n a g ^ n o i t

Remedial Design i t Remedial Action

A. Site Security and Access Rcstrlct ioiu

1. Six-foot chainlink fence w / 3 s trands erf bart)ed virire

li. Temporary construction fences

iii.a. Manned security during construction - 20 weeks year 2

.b. Manned security dur ing active construction - 42 weeks year 3A7,9

. Foice maintenance (2 days per year) |1]

f.a. Qosu re of monitoring wells and containment ot sampling lesiduals- year 2

I. b. Closure of moniloring wel l sandconta inmcnt of sampling residuals-year 7

B. Handl ing j n d Treatment of Con tami iu t ed Sediments and Soil.i Beneath the Sediments

i. Preparation of Final Work Plan to address sediments and soils

ii. Excavation and containment of sediments | 2 |

iii. Sampling of soils below the sediment excavation

r. Calculation of soil risk levels

f. Excavation and storage of soils above CAL's

C Ckoand Water Exlraction, Treatment , Disposal System

i. Sampling of monitoring wells to define full e: M of contaminant mignt ion

ii. Installation of additional monitoring wells - year 2

iii. Additional sampling of ground w a t e r - y e a r 1

iv. installation of extraction welLs

V. Installation of ground water pumps (combmed with

i. Installation of ground waler treatment system

ii. Delisting/permittingof deep well infectkm

iii. Construction of deep injection well

ix. Sampling and analysLo of treated ground water for M A C p a n m e t n a

X. Sampling and analysis of ground

i. Detection sampling after

li. C^ieration and maintenance of ground water treatment w s t e m

ter for TCL/TAL and Appendix IX par. and influoit for MAC pair.

of CALs PI

i. Ground water treatment pilol s tudy

I. Technical Impracticability Evaluatkm

V. Ground waler treatment system riuit d o w n

D. Soil Treatment

i.a. 60-foot square sampling

Lb. C^Iculabmi of soil risk levels

ii. Semiannual soil ^ s and shal low w d i a

ii. Binder treatability s tudy

V. Design and installation of containment barrier wall

' . Dewatering within barrier wall

s.sioning of SVE ^ s t e m

vii. Soil SVE ft bioventing

viii. Select soil ceils removal

ix. Confirmation testing of SVE attalimienl

E. Final Siie Cap and Access

i. RCRA Subtitle C cap, .V.S'l, slope. 5-foot thickness all layers

F. Long-term Monitoring, Cap Repair, and Reactivation of Ground Water Treatment Sy.stem

G. Control of Air Emissions, On-site Storage of Contaminated Sediments, Waste Handl ing

i. Air moniloring

il. Installation of air t reatment system (carbmi adsorption)

ill. Control of fugitive dus t

iv. Treatment of residuals from ground water

/. Disposal nf d rummed or containerized li(|uid w

H. Monitor ing and Maintenance Obl igat ions for a M i n i m n m of 15 Years After RA I* Certified Complete

i. Injection Well M & M

~ h . Final cover M & M

iv. Petition to terminate M & M obllgadot

I. Additional Activities

i. Conslmction of support facilities

iL Progress reports, budgets , meetinga

UL LNAPL investigation

/. Access/Easements

"91 ] "92 I '93 I '94 I '95 I '96 I '97 1 "98 I "99 j '00 I '01 I '02 I "03 I '04 I '05 I '06 1 '07 I '08 I "09 I '10 i '11 [ '12 I '13 I '14 I '15 I '16 I '17 ] "18 I "19 [ • 2 0 l ' 2 1 | ' 2 2 | 7 3 | ' 2 4 l ' 2 5 '26

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Protect: Midco I Data 03/30/07 Mbctwd updated.m Exlemal Tasks

Projecl Summary

Split

Rolled Up Splil

Exlemal Mileslona < ^ •C-

inlenance will be conducted indefinitely. End dale shown is due to space limitations only |2] The need for further Remedial Action for contaminated sediments will be addressed in die Final Work Plar |.3] Long-term ground water monitoring is included in Task H.ii

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ix. S n ^ d t a g M i d a n d r a a o f t n a k d g n u n d water fur M A C p i

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Off-Site Disposal Manifest

Please print or type. (Form designed for use on elite (12-pitch) typewriter.) Form Approved. OIVIB No. 2050-0039

UNIFORM HAZARDOUS WASTE MANIFEST

1. Generator ID Number

5. Generator's Name and Mailing Address

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1 3. Emergency Response Phone

Generator's Site Address (if different than mailing address)

4. Manifest Tracking Number

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Generator's ' s P h o n e ^ b > o g r r \ . \ > i , . - H I . 6. Transporter 1 Company Name

J^DiSL r U.S. EPA ID Number

^ l^Qr T^^a^ <--VsrA S-^/i.'if-P^-7. Transporter 2'Company Name , , ' ^ U.S. EPAWNumber

8. Designated facility Name and Site Address L/coiyiiaicu I aumiy rvalue aiiu onenuu icoo . . . , U.S. EPA ID Number

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9b. U.S. DOT Description (including Proper Shipping Name, Hazard Class, ID Number,

and Packing Group (if any))

10. Containers

No. Type

11. Total Quantity

12. Unit Wt.A/ol.

13. Waste Codes

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14. Special Handling Instructions and Additional Information ,

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/$;x- /f7^ ^^s' 15. GENERATOR'S/OFFEROR'S CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by the proper shipping name, and are classified, pacl<aged,

markei and labeled/placarded, and are in all respects in proper condition for transport according to applicable intemational and national governmental regulations. If export shipment and I am the Primary Exporter, I certify that the contents of this consignment confomi to the tenns of the attached EPA Acl<nowledgment of Consent. I certify that the waste minimization statement identified in 40 CFR 262.27(a) (if I am a large quantity geherator) or (bl^if I am a small quantity genefator) is tnj^.

Generator's/Offeror's.Printed/TypedName -ny Signatui Month Day Year

lK7k"7l.> b^ 16. Intemational Shipments I I

L J Import to U.S. Transporter signature (for exports only):

n Export from U.S.

17. Transporter Acknowledgment of Receipt of Materials

Transporter 1 Prinledfbped Name

D^ Signature

z:A-Month Day Year

Transporter 2 Printed/Typed Name Signature Month Day Year

18. Discrepancy

18a. Discrepancy Indication Space I I Q . „ , J > ^ D Type I I Residue I I Partial Rejection

Manifest Reference Number

D Full Rejection

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18b. Alternate Facility (or Generator)

Facility's Phone:

U.S. EPA ID Number

18c. Signature of Alternate Facility (or Generator) Month Day Year

19. Hazardous Waste Report Management Method Codes (i.e., codes for hazardous waste treatment, disposal, and recycling systems)

H 11/ 20. Designated Facility Owner.or Operator: Certification of receipt of hazardous materials covered by the manifest except as noted in Item 18a

Printed/Typed Name, • ^ ^ ^

t fRev. 3-051 Previous editions are obsolete. 7 ^ y^ '.

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PA Form 8700-22 (Rev. 3-05) Previous editions are obsolete

f ^ 1 ' Month Day Year

I Z I -7 1.0 DESIGNATED FACILITY TO GENERATOR

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This certificate is to verify the wastes specified on Manifest # CX) ) 9 O I / / Z, .' .'Y /c

have been properly disposed of in accordance with all local, state and federal regulations.

"Disposed of" means either: I) Burial or 2) Processed as specified in 40 CFR et sea.

FACILITY NAME: (Please check one)

ADDRESS:

PHONE NUMBER:

FAX NUMBER:

Authorized Signature:.

ichigan Disposal Waste Treatment Plant / (EPA I.D. It MID000724831)

U Wayne Disposal, Inc. (EPA I.D. # MID048090633)

49350 N. 1-94 Service Drive Belleville, Michigan 48111

1-800-592-5489

1-800-593-5329

THE ENVIRONMENTAL QUALITY COMPANY 49350 N. 1-94 SERVICE DRIVE BELLEVILLE MICHIGAN 48111

FORM 1020 (3/96)