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€ 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
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
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)
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
n cm.
D.... D
•
o
D
D
•
^ 6/28
•
D
^ 1W3i
n
•
a •
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
MIIXJO II KtMtUIAL UkSlCVRtMEDlAL ACtlON
rroi«l HJIH, I>nign tt Conriructian MiiBgeBKM ~ ~"^ " * " ~ ^
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11. D i a % B aad COor t f iK t i iM M u a p
L F ta ign of {(round i
U. Soil I m t a i m t d n i s n
i l l . RCRA cap dpugn padiagp
Iv, O b m Engbwn ing , Dedgn s k l C o t i M n K l U n M M U B B H
~ R ^ n k « i U I t i r a i g n k K m c d l i l Ac t iDV
A. S l l r Security i n d A « M I H
i k l l 1 t r » « / 3 « t i faofbwbniwite
•KuTtty d u r i n g act ive CDfatrectfein • I D w v e k l y o r 2
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{2datytpet'irai)\i\
V • CloturF of mon i lu r ing i t fr i is a n i I I I I ^ I I M I I
V b r i uau rc uf i m n i K r l n g w e U i a n d a i n t a i r a n n i l i r f H m p l t n g m i d i u l s y
B. H a n d l i n K a n d I m t m c n t o f C o t a r r i M f c J S e j w w r t i aad SsUa Bcnca lh l b
i P i r p B - a l k m o i r i n a l W o i k n a n U)
i l . l ixcavalkm and I 'nnUinincnl of »
m t r d i m m t s a n d n i k
m b | 2 j
UL Sampl ing DT m i l l b r i o w I t v w d i m m J e v a v B l i o n
M l B f ^ i l l U k T C b
C G n M a d Water E x t a d i a i ^ T m t m c n l , U U p i i H l S y s t m
L SampUriB o l imini lc i r i rg w r t t s lu d r i i t r full c x l m l o r c i
•ampt lng of g round v n i R - - j n a r I
V I rHta i l la i iomrfKiound w a i n pumps ( ix j i id i i m l i r i B i l M f c 31)
VI. InaUlUl iof i o f g r u u n d v
vU. Dp lB t i n^pCT in iU ing i i f d M p w r l l fai)grtion
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
V Sampl ing and • n a t y a i a d ' j t n i u r i d w i t r T f a T C L / T A L and Ag^wnd l x IX
i m [ < l i i « a ( l m l U i r a n m ( o l C A L s [ ) |
par. a i ^ feifluemfor M A C p v .
i l L OpFral lcd and nuintoTuUK-r of g m u n d v fa l r r IriBalnwM l y a i n n
i t U . G r o u n d w ~ ' p i k i l s t i i d f
idv. T s h n k a l t m p n r t i c a U l i l j CvaluiUion
kv. C n n i n d wal l
U . 60-fDoC aquai •mpl ing
L k C a l a d a l l a n a f a i i l r i ^ k n l a
a lKr t l ^ a and 4HUa*T Mr
Ui. BbidfT tnatabai ty t t u d y
IV f ^ w g i v Inttal iat ion j n d c a
V Soil SVE/AS A I w m i i ^ l
vL Select aoU (xUa m n o v a l
TU-CoiAiMlioninling ofSVE
I Air monl lDr ing
II Ins ta l la l lon i i ra t t l
i iL Cont ro l o f (ug l l ivp d u s l ~
a y s l n n (carbon adaiVpHiin)
V. D f ^ N M l o f d t n o i m e d a c o n l H i n i n d ik ju id w
• • ( U Y a a i A A R S A la O
L b l | K t i a n Wan M I t M
hr. P H K k m l D l n D i n a w M A M o U i p M i o n
L A d d M n a l A d M b a p
1. DreiRn o( p ipel ine (cooiWned w i t h l a d t 07)
u CunalnKUcmpf 9uppDi l (ac i l i t in>
UL P r o g m a t e p o n i , b u d g r l i . m r d o i g s
h . L N A P L
vL Surfacr wat iT d l v p n f a i p ipe
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| l |Sclr- ipi.-uniy and ( m c r m a i n l H i a n f e w i l l Iwa iBduc ted inde f in iWy End dale showi
M M h x i a ^ EirtomalTBaka
|2) I t o - r n v d l iT l^irltx-r R r m n l i a l A c t i s n t a r c o n b n n i n a l r d s n i b n i
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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
i 'pq'sou>\s- m.\ 2. Page 1 of
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)