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DANiL (T1 POST-CLOSURE PERMIT RENEWAL APPLICATION KOPPERS INDUSTRIES, INC. GRENADA, MISSISSIPPI FACILITY Fluor Daniel ...

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DANiL (T1

POST-CLOSURE PERMIT RENEWAL APPLICATION KOPPERS INDUSTRIES, INC. GRENADA, MISSISSIPPI FACILITY

Fluor Daniel GTI Project 101399

ecember 1997

Prepared for: Beazer East, Inc. One Oxfcrd Centre, Suite 3000 Pittsburgh. Pennsylvania 15219

epared by: Fluor Daniel GT) 637 raddock Avenue E Pis5urgh,PA 15112

37 Brcddcc Avenue / Ecst P:t5t;c, F’

12 USA

2 523-5300 FAX (412. 2J.-72 15

3eaze. r’.aoa, Mssssppi Facity Post-C:csure Renewal Application

December1997

CONTENTS INTRODUCTION SECTON B. FACILITY DEScRIPT;DN 8.1 General Description 8.2 Topographic Map B.3 Location Information B.3a Flood Information 8.4 Traffic Control

B-i B-i B-2 B-2 B-2 B-3

SECTION C. WASTE CHARACTERISTICS C.i Chemical and Physical Analyss C.2 Waste Analysis Plan

C-i c-i C-i

SECTION D. PROCESS INFORMATION D.1 Surface Impoundment D.2 Landfills

D-1 D-1 D-i

SECTION E. GROUNDWATER MONITORING E-1 E.1 Interim Status Groundwater Mcnitoring Data E-i E.ia Description of Wells E-1 E.ib Description of Interim Status Sampling and Analysis Procedures E-2 E.lc Interim Status Monitor-g Data E-2 E.ld Statistical Procedures E-2 2.2 General Hydrogeologic Information E-2 E.2a Regional and Site Gecogy E-2 E.2b Identification of Upperrost Aquifer E-4 E.2c Determination of Grou-dwater Flow Direction and Rate within Uppermost Aquifer E-5 E.3 Topographic Map Requiremer.:s E-5 E.4 Groundwater Quality Descripc E-6 2.5 Detection Monitoring Program n Accordance with the Hazardous Waste Management Permit No. 88-543-01 E-6 E.5a Description of Wells E-6 E.5b Description of Sampiirg and Analysis Procedures E-6 E.5c Procedure for EstabHs1ng Background Quality E-7 E.5d Statistical Proceduces E-7 E.6 Continuation of the Detection cnitoring Program E-9 E.6a Description of Wells E-i0 E.6b Sampling and AnaIyss E-10 E.6c Alternate Concentratcn Limits E-11 E.6d Statistical Evaluation 2-11 E.6e Results E-12 E.6f Post-Closure Grounca:er Monitoring Program E-12 2.7 Compliance Monitoring Progra’ E-12

2.8

Corrective Action Program

E-13

SECTON F.

PROCEDURES TO PREVEV —AZARDS

F-i

SECTION H.

PROGRAM TRAINING

H-I

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Beazer Gerada, M ssss:ppi Fac.ty 1 Post-Cosure Renewai Aophcation

sEcT:oN I. 1.1

.2

1.3

1.4 1.5 .6 1.7

December 1997

CLOSURE PLANS, POST-CLOSURE PLANS, AND FINANCIAL REQUIREMENTS Cosure Plan ia Closure Performance Standard .1 b Partial Closure and Final Closure Activities I.ic Maximum Waste Inventory lid Schedule for Closure lie Closure Procedures Post-Closure Plan l.2a Post-Closure Contact .2b Inspection Plan l.2c Monitoring Plan l.2d Maintenance Plan l.2e Post-Closure Care for Miscellaneous Units l.2f Post-Closure Security Notices Required for Disposal Facilities I.3a Certification of Closure l.3b Survey Plat Closure Cost Estimate Financial Assurance Mechanism for Closure Post-Closure Cost Estimate Financial Assurance Mechanism for Post-Closure

..

I-i I-i I_i I-i I-i i-i I-i 1-4 1-4 1-5 i-s 1-6 1-7 1-7 1-7 1-7 1-7 1-8 1-8 1-8 1-8

SECTION J. OTHER FEDERAL LAWS

J-i

SECTION K. CERTIFICATION

K-i

SECTON L. INFORMATION REQUIREMENTS FOR SOLID WASTE MANAGEMENT UNITS Description of Solid Waste Management Units L.i L.2 Information Pertaining to Releases L-3 Sampling and Analysis Description of Solid Waste Management Units

...

FIG U R ES B-i B-2 B-3 E-1 E-2 E-3 E-4 E-5

Site Location Map Site Topographic Map As-Build Final Grading Plan Surface mpoundment Closure First Quarter Groundwater Elevation Contours A Zone January 21, 1997 Second Quarter Groundwater Elevation Contours A Zone May 5, 1997 Third Quarter Groundwater ElevatioD Contours A Zone July 28. 1, 1997 Fourth Quarter Groundwater Elevaticn Contours A Zone October 6, 1997 Monitoring Well Locations -

-

-

-

-

-

-

-

TABLES E-i E-2 E-3 -i

Summary of Monitoring Well Construc:ion Summary of 1997 Groundwater Flcw ‘Ielocities and Hydraulic Gradients Summary of Detection Monitoring Ccstituents Post-Closure Cost Estimate

JCR DN1

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L-i L-i L-2 L-2

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Beazer Grenada, Missssppi Facwty Pos-Cosure Renewal Application

December 1997

APPENDICES B-i B-2 C-i E-1 E-2 E-3 E-4 E-5 E-6 I-i 1-2 1-3 1-4

Meteorological and Wind Distribution Data Flood Insurance Rate Map Impoundment Sludge Analysis Statistical Evaluations Well Construction Information Historical Groundwater Elevations A Summary of Historical Analytical Results Sampling and Analysis Plan Statistical Methods Closure Construction Documentation Report From Surface Impoundment Closure Inspection Log Survey Plat Financial Assurance for Post-Closure Care

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BeazeriGrenada, Mississippi Facity PostClosure Permit Renewal Application

v Decerroer 1997

INTRODUCTION In accordance with Federal Regulations in 40 CFR Parts 264 and 270 and the Mississippi Hazardous Waste Management Regulations (MHWMR) 264 and 270, this Resource Conversation and Recovery Act (RCRA) Post-Closure Care Permit Renewal Application (Renewal Application) is being submitted for the closed surface impoundment (SI) at the Koppers Industries, Inc. (KII) facility located in Tie Plant. Mississippi, Grenada County (KIl facility). The original RCRA Operating Permit Applicatcn for the SI was submitted to the Mississippi Department of Natural Resources currently known as the Mississippi Department of Environmental Quality (MDEQ) in 1987 by Keystone Environmental Resources. The effective date of the Hazardous Waste Management Permit No. 88-543-01 (Permit) for the SI was June 28, 1988. The MDEQ Permit Board modified the Permit on February 23, 1990. The Permit was modified to reflect Beazer as operator, Kil as owner, include additional detection monitoring constituents in Part IV Groundwater Protection, and to provide Post-Closure Care requirements of the closed SI. The duration of the Permit was 10 years and is set to expire on June 28, 1998. In accordance with Section l.D.2 of the Permit, the Permiffee shall submit a complete application for a new permit at least 180 days before this permit expires. -

The 1984 Hazardous and Solid Waste Amendments (HSWA) Permit is set to expire on June 14, 1998. As stated in the EPA letter to Beazer dated July 17, 1997 and pursuant to HSWA Permit Condition l.D.2 (40 CFR 270.10(h)), and Part I Section l.D.2 of the Post-Closure Permit, the Permittee shall submit a complete application for a new permit at least 180 days before the permit expires. Because the HSWA Permit and the Post-Closure Permit together constitute the full RCRA Permit for the facility, this Renewal Application has been prepared to meet both regulatory requirements. The KIl facility was built in 1904 by Koppers Company, Inc. On November 14,1988, BNS, Inc., an indirect wholly-owned subsidiary of Beazer PLC, completed its acquisition of all the common stock of Koppers Company, Inc. On January 26, 1989. the name of Koppers Company, Inc. was changed to Beazer Materials and Services, Inc. (BM&S). On December 28, 1988, the wood treating facilities, including the KIl facility, were purchased by KH. No changes in operation have resulted from this sale. On April 16, 1990, the name of Beazer Materas and Services, Inc. was changed to Beazer East. Inc. Under the terms of the purchase agreement. Beazer has agreed to remain the “operator” of the RCRA SI. Beazer has also agreed to retain responsibty for financial assurance required in connection with the closure of the RCRA SI and has providec acoropriate financial assurance documentation (reerto Section 1.7). Prior to closure, the SI stored hazardous waste material, KOCi (bottom sediment sludge from the treatment of wastewaters from wood preser rg processes that use creosote and/cr pentachlorophenol). In the summer of 1988. a.i KOOl sludge and visually contaminated soils were removed from the SI and shipped to a permitec off-site disposal facility. Closure accvities for tne SI were initiated in July 1989 which included rercvaI of accumulated rainwater, placement of clean soil

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Beazer,Grenada, Mississippi Facility Post-Cosure Permit Renewal Application

vi December 997

fill, construction of a soil-bentonite cap and ccver system. Closure activities for the Si were completed by the end of October 1989. The closure cons:ruction documentation and closure certification for the SI were submitted to the MDEQ in January 1990. This reapplication is organized into the follow!rg section with supporting documentation contained in the appendices: • • • • • • • • • • • •

Section A Section B Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L

Part A Application Facility Descnption Waste Characteristics Process Information Groundwater Monitoring Procedures to Prevent Hazards Contingency Plan Training Program Closure Plans, Post-Closure Plans and Financial Requirements Other Federal Laws Certification Information Requirements For Solid Waste Management Units

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SOIL-BENTONITE LAYER Atterberg Limits

0

0

_________

___________

MID-SOUTH TESTiNG LABORATORIES, INC. P. 0. Box 147- 133 South Mound Street Grenada, Mississippi 38901

Repor’ n SOIL SAMPLES Lab. Nos.____________________________________________________ Proj. No.

i

Road________________________________________________ County Submitted by

ti

-

41/

Sampled by

.

7 Y/- 9

i.i-

Date Sampled

/

Date Received_____________

Reported to Producer

-

Date Reported. TEST RESULTS* Lab. No. Sample No. Station No. Depth PHYSICAL CHARACTERISTICS Liquid Limit Plastic Limit Plasticity Index kage Limit S kage Ratio S Centrifuge Moisture Field Moisture Volume Change

g

MECHANICAL ANALYSIS

.

%Pass No. 10 Sieve %Pass No. 40 Sieve %Pass No. 60 Sieve 96Pass No. 200 Sieve 96Pass No. 270 Sieve %SiIt 96Clay : % Cpllc,ids Dust Ratio** Consistency HCL Reaction GROUP U.S. C. Est. CBR Bearing Capacity

)O.

/

/c, 5 .9. 3 /9. ?

9 ——

*particles above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in diameter by hydrometer method. **percentage of material finer than No. 40 sieve passing No. 200 sieve.

Reported by

INC. MID-SOUTH TESTING LABORATORIES, t Stree nd Mou h Sout 133 P. 0. Box 1471 pi 3890 issip Miss Grenada, 0

Report on SOIL SAMPLES Proj. No.

Lab. Nos._____________

/, 9

County Road Submitted by Reported to Producer

AT; J ,,Q /C,i-

J/i

/: 5/’

Sampled by —

Ii

5; /1

DateSampled

Date Received_______________

.4

Date Reported &4/71t4/uz71. i-.,.

F?.

/

Lab. No. Sample No. Station No. Depth

?f’ p

/.‘41i7 —

3’

I







PHYSICAL CHARACTERISTICS

Liquid Limit Plastic Limit Plasticity Index Shrinkage Limit Shrinkage Ratio Centrifuge Moisture Field Moisture Volume Chanoe %Pass No. 10 Sieve %Pass No. 40 Sieve %Pass No.60 Sieve %Pass No. 200 Sieve %Pass No. 270 Sieve 96SiIt %Clay



0 —



MECHANICAL ANALYSIS

/c’c’

=

/)



9/ 5’ 3’3

9? hi 31/









— —______

% Cpiioicis



Dust Ratio** Consistency HCL Reaction GROUP U.S.C. Est. CBR Bearing Capacity





-



by particles below 0.074 mm. in diameter *particles above 0.074 mm. in diameter by sieve method; hydrometer method. ing No. 200 sieve. **Percentage of material finer than No. 40 sieve pass

MU

cA)-PliCc

AAL1

F6’ fCtd. ,: /ik A1

/If

4JJJ;cAZ Reported

0

MID-SOUTH TESTING LABORATORIES, INC. P. 0. Box 147- 133 South Mound Street Grenada, Mississippi 38901

Report on SOIL SAMPLES Lab. Nos.______________________________________________

Proj. No.

A71

ftZ

County Road__________________________________________________ Submitted by

1 A’)

Reported to

‘C’--z

Producer

/t’4

4r51 lL&r

Date Sampled /c I

2,

-

Sampled by

5

VA

-

-

2_

-



Date Received________________ Date Reported_

TEST RESULTS* Lab. No. Sample No. Station No. Depth Liquid Limit Plastic Limit Plasticity Index kage Limit nkage Ratio S Centrifuge Moisture Field Moisture Volume Change 96Pass No. 10 Sieve 96Pass No. 40 Sieve 96 Pass No. 60 Sieve %Pass No. 200 Sieve 96 Pass No. 270 Sieve %SiIt 6Clay 9 96 CoIloids Dust Ratio** Consistency HCL Reaction GROUP U.S.C. Est. CBR Bearing Capacity

PHYSICAL CHARACTERISTICS

J3’ /

J5



/4









MECHANICAL ANALYSIS /c’O

93’ 29 ‘

/QO





9ç 9o





7

























by *particles above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in diameter hydrometer method. **percentage of material finer than No. 40 sieve passing No. 200 sieve.

Reported by

_______________________________________

MID-SOUTH TESTING LABORATORIES, INC. P. 0. Box 147 133 South Mound Street Grenada, Mississippi 38901 -

V

Report on SOIL SAMPLES

i

Proj. No. Lab. Nos._________________________________________ Road_____________________________________________ Submitted by

A1,/

CL1

(Di-r-A

Sampled by



Date Sampled

O -1- 1

Reported to Producer /zlZA/,

IA

County

v/cV-z

,./

Date Received

d

/‘A_z—€

i— //2’2 --

Date Reported.. TEST RESULTS* Lab. No. Sample No. Station No. Depth

-



V

Liquid Limit Plastic Limit Plasticity Index Shrinkage Limit Shrinkage Ratio Centrifuge Moisture Field Moisture Volume Change 96Pass No. 10 Sieve 96Pass No.40 Sieve %Pass No. 60 Sieve %Pass No. 200 Sieve 96Pass No. 270 Sieve %SiIt 96Clay % Colloids Dust Ratio** Consistency HCL Reaction GROUP U.S.C. Est. CBR Bearing Capacity



2

12

PHYSICAL CHARACTERISTICS

— — —

?7 I

— — — MECHANICAL ANALYSIS

— /c7D

9i





9/





V

V_____ —



V

— —

— —

V

— —

V

by *particles above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in diameter hydrometer method. **percentage of material finer than No. 40 sieve passing No. 200 sieve.

0 Reported

MID-SOUTH TESTING LABORATORIES, INC. P. 0. Box 147- 133 South Mound Street Grenada, Mississippi 38901 0

Report on SOIL SAMPLES Lab. Nos.___________________________________________

Proj. No.

%cA/;zi

/‘

County

Road Submitted by

/

Al!J

/é J

Sampled by

Date Sampled

Reported to Producer

IL

C

—A’ çt

-

;L

/ZA-z--C-

-

V

Date Received______________ Date Reported

£‘ /9

P

TEST RESULTS*

V

Lab. No. Sample No. Station No. Depth

PHYSICAL CHARACTERISTICS

Liquid Limit Plastic Limit Plasticity Index -nkage Limit Snkage. Ratio Centrifuge Moisture Field Moisture Volume Change

34 /2

/4

V





MECHANICAL ANALYSIS

V

96 Pass No. 10 Sieve 96 Pass No. 40 Sieve 96Pass No. 60 Sieve 96 Pass No. 200 Sieve 96 Pass No. 270 Sieve 96SiIt 96 Clay 96 Colloids Dust Ratio** Consistency HCL Reaction GROUP U.S.C. Est. CBR Bearing Capacity

/CC2

/Co

90

95 29 95’

72



— — V



















diameter by *particles above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in hydrometer method. **percentage of material finer than No. £10 sieve passing No. 200 sieve.

Reported by.

_________

___________

___________

___________

___________

___________

MID—SOUTH TESTING LABORATORIES, INC. P.O. Box 147— 133 South Mound Street Grenada, Mississippi 38901

Report on SOIL SAMPLES Lab. Nos._________________________________________________ Proj. No. Road_______________________________________________

I

Submitted by Reported to

1j

/

/

// I/c-4

c/ i

-

A

Date Sampled_

2/7’t jj4i

County Sampled by



Producer

7cj,zô

-:

Ai9i’ I

A13(/

Date Received

-

Date Reported.. TEST RESULTS* Lab. No. Sample No. Station No. Depth

77

PHYSICAL CHARACTERISTICS Liquid Limit Plastic Limit Plasticity Index Shrinkage Limit Shrinkage Ratio Centrifuge Moisture Field Moisture Volume Change

,‘C

/

/4 —



-_________



MECHANICAL ANALYSIS 96Pass No. 10 Sieve 96Pass No. 40 Sieve %Pass No. 60 Sieve %Pass No. 200 Sieve %Pass No. 270 Sieve %SIIt %Clay % Colloids Dust Ratio** Consistency HCL Reaction GROUP U.S.C. Est. CBR Bearing Capacity

/i 57/

/c( i t



‘C2



















*part,cIes above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in diameter by hydrometer method. **percentage of material finer than No. 40 sieve passing No. 200 sieve.

0 Reported

__________

___________

MID—SOUTH TESTING LABORATORiES, INC. P. 0. Box 147- 133 South Mound Street Grenada, Mississippi 38901

Report on SOIL SAMPLES Lab. N os.___________________________________________________

Road

4M //;/

I

Submitted by

County

/

/ 5//

Sampled by

Reported to____________________________________________________

-f/z y,c,’tA /r

Producer

7Th

Proj. No.



7Atz

//4-cf

Date Sampled

9

Date Received__________

$c21 t<

Date Reported_ TEST RESULTS* Lab. No. Sample No. Station No. Depth PHYSiCAL CHARACTERISTICS

3’j

Liquid Limit Plastic Limit Plasticity Index lzflkae Limit Shkage Ratio Centrifuge Moisture Field Moisture Volume Change

/4L

MECHANICAL ANALYSIS 96 Pass Np. 10 Sieve %Pass No. 40 Sieve 6Pass No. 60 Sieve 9 96Pass No. 200 Sieve 96Pass No. 270 Sieve % Silt %CIay % Colloids Dust Ratio** Consistency HCL Reaction GROUP U.S. C. Est.CBR Bearing Capacity .

,17

C.

77

*particles above 0.074 mm. in diameter by sieve method; particles below 0.074 mm. in diameter by hydrometer method. **percentage of material finer than No. 40 sieve passing No. 200 sieve.

Reported by

-

0

BACKFILL DENSITY TESTS

0

0

________________Course: _________________Block __________Subbase ____________________________Design______________________________________________ _______

_________________

MID-SOUTH TESTING LABORATORIES, INC. MS

Grenada,

FIELD DENSITY DATA

,2.7415

Frr)ne 5

/

/

Basement Soil Depth Measured

Base

.

Lime (% by Wt.): 1st AppI.

Sand Clay,. Semi-Gr.,CIay-Gr.

2nd AppI.

Class

Binder Base

Cement (% by Vol.)

Depth__________ Inches

Base

IJeviation

None

Soi1(TvpeSandy, Silty, Clayevj

Design Soil

Base

Inches

Lot Size_______ Unit of

TREATMENT:_________

COMPONENT: (circle one)________ MATERIAL: (circle one)

-

1. Section No.

1

/

2. Test No.

,-çi

7.4i.2’1 2Q-

3.Date

7.24?

z,24L

4. Time 5. Station

6. Location

/1/1 / /ii

7. Depth

•%(21-

2

1/1

Cc4 /-

/c/ /f/ .-J/•J -///

ç, 2.

/

1 /J-

Jtfr/

8. Sta. Limits Sect. Being Tested 9. Standard Count C)

10. Moisture Count

)n

Q

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count 15. Air-gap Count(If Used)

C)

D

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF

rn

19. Moisture Content,.%

Cr)

C

.

20. 21. 22. 23.

From Standard Density Curve Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Density

4

7

// /O

I

44

/



9/ / 55





24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dcv. from SV No. ,f Smpls in Lot Ab’ebric pm of deviation ,, 7. in’ppiicaoe lots No. of Samples Used 29. Avg 1 Dcv. applicable lots

=

1k 27 1k 28

Distribution: Signed

Title

6:,

/

L-

__________________

___________Subbase

_____

__________

MID—SOUTH TESTING LABORATORIES, INC.

,--

jt_

Grenada, MS

FIELD DENSITY DATA

226-7415

7’

.

—.L./

‘ii

_7;.

ft

Technician.



/

Ditric’

TREATMENT:_________

COMPONENT: (circle one)________ MATERIAL: (circle one) _Course:

Lift

Basement Soil

Design Soil

None_____________________

Soil(Type): Sandy, Silty, Clayey ‘S

(Sand Clay, Scmi-Gr., Clay-Gr.

Base

Inches

Depth Measured

Block Base

Lot Size_______

Binder Base

(. by

WI.):

1st Appl._

Class__________________________________________ 2nd Appl.__. Cement (% by Vol.)

Inches

Design Depth

Base

Unit of Deviation

Lime

1. Section No.

/c’

//

7-5?

77/

7

2. Test No.

7

3. Date

7-2>

75’9

-4. Time 5. Station i 0 //

/:

6. Location

4

.

/ i;!/

7. Depth

i

Jtj

./7’i

-/ i

‘ /A

/j /

/‘Y

//S

8. Sta. Limits Sect. Being Tested

0

J9. Standard Count 1

110. Moisture Count Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

>‘

15. Air-gap Count(If Used) C

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF L

19. Moisture Content, % a c

.

c

From Standard 20. Density Curve Density 21. Standard Curve Number -P1ace Density 22. % of Standard Specified percent of 23. Standard Density

// /o/ .‘

/f /ct ‘

/4

/ot

fri

z

2

/c’

9c

9

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot q 26. Dcv. from .V

Algebraic sum of Lo

No. of Smpls in Lot

deebraic pm of deviation ..7. inppiicaoie lots

28. Total No. of Samples Used 29. Avg 1 Dcv. applicable lots =

1k 27 1k 28

Distribution: Signed

L,/ 7 ’ ,

Title

7

6—

-

-

-

-

________________Block __________Subbase

_________

_______iztrici_____

MID-SOUTH TESTING LABORATORIES, INC.

;:

, 0 Proj

Technician

Grenada, MS

FIELD DENSITY DATA

226-7415 ii’L

/. .4,/j

Lift Depth Measured

--

COMPONENT: (circle one)_________ MATERIAL: (circle One)______

TREATMENT:__________

_Course:

None_______________________

Basement Soil

Design Soil

Lime (% by Wt.): 1st AppI.

Base_.__..__.Clay, Semi-Cr., Clay-Cr.

Inches Base

Lot Size_______

Binder Base

2nd AppI.

Class

Cement (% by Vol.)

Design Depth__________ Inches

Base

Unit of Deviation

Soil(Type): Sandy, Silty, Clayey

1. Section No.

I

2. Test No.

c

7

3. Date

/

Y

71

/

73é’

P

/7

‘/Y’

77f

/

7/11

7.27

4. Time 5. Station 6. Location

7. Depth

/.,

-

/i 7/i

7 F/

7,>

8. Sta. Limits Sect. Being Tested 9. Standard Count 0

10. Moisture Count 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count ,

c D

15. Air-gap Count(If Used)

C,

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF

s

/1 9

.19. Moiture Content,% 20 c

o c

21.

22. 23.

From Standard Density Curve Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Densfty

42 /o,

97r 9

/q/4

9c

/

/ ,2

2

/ø3

/

t?/ 7

9c

25. Algebraic Sum of Deviations in Lot sum of Lo 26. Dcv. from .V No. of Smpls in Lot

28.

Alebric im of deviation 1n’ppI1caDLe lots 1 No.

of

Samples Used

2Dev. applicable I ots

lk 27 lk28

Distribution: .

Signed

/ Title

/2

,%y/?

¼2/-

/i /

/2

9c

24. No. of Samples in Lot

27.

/i’

7

_________________Block _______COMPONENT: ___________Course: __________Subbase

_______

MID-SOUTH TESTING LABORATORIES, INC.

226-7415

FIELD DENSITY DATA —

7 Th

/

_DLict.

-

-

.Frame



/

/.-l

(;

(circle one)_________ MATERIAL: (circle one) Basement Soil

Depth Measured

Inches

Design Soil

TREATMENT:_________

Soil(Type): Sandy, Silty, Claycy

Base,emi-Gr., Clay-Ge. Base

Size

Lot

Grenada MS

Binder Base

Class

Unit of Deviation_________________ Base.

None_______________________ Lime (% by Wt.): 1st Appl._ 2nd Appl._

-

Design Depth__________ Inches

Cement (% by Vol.)

1. Section No.

/

2. Test No.

/

3. Date 4. Time

5. Station

4.-’

6. Location 7.Depth

£‘i

/,t/

‘c” r/L 4f/

/.i

/c7tJi7F,L

/t//

8. Sta. Limits Sect. Being Tested 9. Standard Count CJ

10. Moisture Count 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count 15. Air-gap Count(If Used) a D

16. Density Count Ratio 17. Wet Density, PCF “

—a criZ

18. Dry Density, PCF 19. Moisure Content, %

>.

From Standard 20. Density Curve

/(2. 2’

/c/.

21. Standard Density Curve Number •° In-Place Density 22. % of Standard C______ Specified percent of 23. Standard Density .

// P’

/ /,/ ‘

%/.2

,

/&C2.

9

‘.

%‘/

/i/

/ 9

/c-.

4I)

/Cc’.

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dcv. from SV 27.

AlgebrAic im Ir, .pp11caoie

Algebraic sum of Lo No. of Smpls in Lot deviation lo015

28. Total No. of Samples Used 29. Avg 1 Dcv. applicable lots =

1k 27 1k 28

1.

Distribution: Signed -

Title

;—::_;;;/ 1-p-

/;:::f/ 52

r



ubbase ______Block __________S ___________

MID-SOUTH TESTING LABORATORIES, INC.

Grenada, MS

FIELD DENSITY DATA

226-7415 C

),

fechnician//ii

Distr

A

TREATMENT:___________

COMPONENT: (circle one)_________ MATERIAL: (circle one)

1 L

_Course:

Li ft

Basement Soil

———-c--S

Depth Measured

Semi-Or., Clay-Or. ( Sand Clay,

-c

Base

Inches Base

Lot Size_______

Binder Base

Lime (% by Wt.): 1St AppI.

Class______________________________________________ Design Depth__________ Inches

Base

Unit of Deviation

None_________________________

Soi](Type): Sandy, Silty, Clayey

Design Soil

2nd Appi.

Cement (% by Vol.)

1. Section No.

22

577

2. Test No. 3. Date 4. Time 5. Station

/J\

/c-1

6. Location.

/1/it /f/

7. Depth

/1/it

/7/

4/j

$

,c/ çt,7 f’z-w/

/:,A/

8. Sta. Limits Sect. Being Tested 9. Standard Count 10. Moisture Count 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count >5

15. Air-gap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF

j

18. Dry Density, PCF

f

19. Mofsture Content, % 20.

I’ p //-

/

/‘ e

,,

/c/3

Density 21 - Standard Curve Number

22. 23.

rt

of

/ 7 7 5_

/O/r4’1

7

/2

9a7

/c’44 7



75

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot Sum of Lo 26. Dev. from SV No. of Snipis in Lot Uebric im of deviation 27. inpp1iCab1e lots 28. 29.

1 No. of Samples Used g I Dev. applicable lots

=

Distribution: Signed

Title

--“

•7

-

-

--

0

SOIL-BENTONITE LAYER DENSITY TESTS

0

0

____________Block ___________Subbase

_____

MID-SOUTH TESTING LABORATORIES, INC. Grenada,

FIELD DENSITY DATA

2267415

IFj_________

_Frame_,



TREATMENT:___________

Soil(Type)

ilt

None

Cia

Base_______________ Sand Clay, Semi-Or., Clay-Ox.

Inches

Depth Measured

Design Soil

Basement Soil

_Course:



MATERIAL: (circle one)

COMPONENT: (circle one)_ Lift

n; ‘r’t

Base

Lot Size______

Binder Base

Lime (% by WI.): 1st AppI.

Class_________________________________________ 2nd

Appi._

Cement (% by Vol.)

.Design Depth__________ Inches

Unit of Deviatio

MS

I. Section No.

3

/

2.TestNo. 3. Date

J..71

-

çy

2’/

7-3/ ,çI

5

7j/

‘-3- ç

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Ernb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count C,

10. Moisture Count

.

---

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

c a

15. Airgap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF

an

57?y’7

7

19. Moisture Content,% >.. .

.

From Standard

20. Density Curve Density 21. Standard Curve Number hi-Place Density 22. % of Standard

/7.5

92

24. No. of Samples in Lot

28.

tat No. of Saniple Used

2f

D?7Dev. applicable tots = Distribution:

J5fr

/.4 /24/i

/CE

lA/L r

DeA-c;l/ i’AAz, A kA,vIcw’

AreA.

,93 /.

P M ID—s )-UT I-I L B Co

25. Algebraic Sum of Deviations in La Algebraic sum of Lo 26. Dev. from SV o of Smpls in Lot £dçbric am of deviation icaote lots

99.7

95

Specified percent of 23. Standard Density

27.

/ ,993

“set.

,//

575

________________Block

___________ _______ ___________

_

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

22f-7415

__Distrjc___________________ Framp

oject

7/

-

TREATMENT:__________

COMPONENT: (circle one)_________ MATERIAL: (circle one)

(‘

Technician

Course:

Lift

Basement Soil

Design Soil

--

Subbase

Inches

Depth Measured

Base

Lot Size_______

2nd Appl.___

Class

1. Section No.

9

7

2. Test No.

7

3. Date

Cement (% by Vol.)

Design Depth__________ Inches

Base.

Unit of Deviation

Lime (% by Wt.): 1st AppI.

Base_____________ Sand Clay. Semi-Gr., Clay-Gr. Binder Base

‘/‘

None______________________

Soi1(Type Sandy, Silty, Clayey

7. 5/

7Y/c

/c’

7/f?

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits.Sect. Being Tested 9. Standard Count C)

.

10. Moisture Count ii. Moisture Count Ratio 12. Moisture, PCF 1.3. Standard Count

>.

a c

14. Density Count is

Air-gap Count(If Used)

C,

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF u,

..t)-.6

19. Moisture Content, % > .

20. 21.

°

22.

.

C

23.

From Standard Density Curve Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Density

9j /i’5

7

/c2c.

9-



24. No. of Samples in Lot 25. Algebraié Sum of Deviations in Lo Algebraic sum of Lo 26. Dcv. from SV No. of Smpls in Lot 27.

M I D SC UT H Li B CO P’

A1ebrtzc zm of deviation icabie lots

28. Total No. of Samples Used 29. Avg 1 Dcv. applicable lots Distribution:

fI. tE,v/c4/’/ 1A’1c1 Signed

/.:;::;//1::; Title

&

-.

______

__________Subbase

_________

__________ ______

________________

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

7415 V

%

Co

.

L

Dxa--t.





COMPONENT: (circle one)_________ MATERIAL: (circle one) _Course:

Lift______ Depth Measured

Basement Soil

Design Soil

Base_______________ Sand Clay, Semi-Gr., Clay.Gr.

Inches

Lot Size_______



.Block Base

Binder Base

None_____________________ Lime (% by Wt.): 1st Appl._ 2nd Appl._

Class Design Depth__________ Inches

Base

Unit of Deviation

Soil(Type)dilt,Ciayey

TREATMENT:_________

Cement

(%

by Vol.)

1. Section No. 2. Test No.

_./22

3. Date

9-/fY

2 3 .jy 2/2 ,ç

/,243

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count C)

10. Moisture Count U)

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count .,

15. Air-gap Count(If Used) C)

16. Density Count Ratio 17. Wet Density, PCF ,.,

18. Dry Density, PCF

CCC)

E

.

20. 21.

°

9

19. Moisture Content, %

22.

.

C)

23.

From Standard Density_Curve Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Density

,7

7

,2./

9 ‘i 95

/cY5 95

/02.7 ,9ç

,Jo./ ,_-

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dev. from ...V o of Smpls in Lot Aluebraic m of deviation 27. mpp1icaoie lots 2JE)_No.

of Samples Used

29. Avg 1 Dev. applicable lots Distribution:

/5/-

1k 27 1k 28

/E)-

c2/ 3’1A/a4/ /1 Signed

Title

--

T

__________Subbase ____________________________Design

________

_______________Frae_....

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

226-7415 4Lounty

-

Basement Soil

_Course:

Lift

Block Base

Lot Size

Design Soil

Soil(Typdy,Silt,ClN None

Base_______________ Sand Clay, Semi-Gr., Clay-Gr.

Inches

Depth Measured

TREATMENT:__________

..COMPONENT: (circle one)_________ MATERIAL: (circle one)

/-A4 C

Binder Base

Lime (% by WI.): 1st AppI. 2nd Appi.

Class Cement

Depth___________ Inches

Unit of Deviation

(%

by Vol.)

1. Section No.

/ ?-/2-P

7

2. Test No.

/72/

3.Date

2/2

/7 j/2&

/2 /6;7-1

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count 0

10. Moisture Count

0

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

..

c

15. Air-gap Count(If Used)

0

16. Density Count Ratio 17. Wet Density, PCF

an

18. Dry Density, PCF

;zf7

.19. Moisture Content, % ,

c

.

c

913’

From Standard 20. Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard DensIty

95’

9 f1 9ç

-

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lo Algebraic sum of Lo 26. Dcv. from SV No. of Smpls in Lot 27.

.1çbric nni of deviation xcaoLe lots

28. Total No. of Samples Used 29. Avg 1 Dcv. applicable lots L 7 Distribution://$

‘k 1k 28

6Y 7 1A

/-

c9/C

‘IL

Signed

çfr-J/

/ 7/

Title

53

9$

/‘O

JvE

.95’

ubbase ______Block __________S ___________

_________

____________________________________________

___

___________

_______________________________

MID-SOUTH TESTING LABORATORIES, INC.

27415

prU

Grenada, M

FIELD DENSITY DATA

/,

<

-

A

Li..L

1/

Technician

/Zj;, 1.

/7.

_Course:

Li ft

Basement Soil

Design Soil

Base

Lot Size________

None___________________

Soi1(Type), Silty,Clayey Sand Clay, Semi-Gr., CIay.G.

Base

Inches

Depth Measured

TREATMENT:_________

COMPONENT: (circle one)_________ MATERIAL: (circle one)

Lime (% by Wt.): 1st AppI._

Class______________________________________________ 2nd Appl.._.

Binder Base

Design Depth___________ Inches

Unit of Deviation.

Cement (% by Vol.)

I. Section No. 2. Test No. 3. Date

1 ç/2-f?

2 -/2

/ 9, 7

3 4. c

4 Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count C)

10. Moisture Count

.

(

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

.

15. Air-gap Count(If Used) C)

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF SC)

f

,

19. Moisture Content, % .20. 21. 22.

C)

23.

From Standard Density Curve Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Density

/‘)

/5

9p3)

5

/c2

/4f 7

9 77

.

.9 5

Y5’

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dcv. from ...V

Algebraic sum of Lo No. of Smpls in Lot

4iebric m of deviation 27. mppiicaoie lots -Total No. of Samples Used vg 1 Dcv. applicable lots Distribution:

/5-7/

)r

1k 27 1k 28 [7/

c’F JA A F7/ Cc,?1/1(7/ic.4.

-

A

.-

I

Signed

Title

vj

//-C

t

k se Subba __Bloc _____ _____ _____ __________

___—

_____

_____

______

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

226-7415

6

i 7

/7

Basement Soil

_Course:

Ii f

Depth Meisured

TREATMENT:___________

RIAL: (circle one) COMPONENT: (circle one)_________ MATE

//A4 (

Technician

Frame

Binder Base

Base

Lot Size________

Lime (% by Wt.): 1st AppI.

Sand Clay, Ser’-ii-Gr., Clay-Cr.

Base

Inches

None_______________________

Design Soil

2nd AppI.

Class

Cement (% by Vol.)

Design Depth__________ Inches

Unit of Deviation. 1. Section No.

4,

/

2. Test No.

71

3. Date 4. Time 5. Station 6. Location from Q 7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10. Moisture Count 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count

,v

14. Density Count 15. Air-gap Count(If Used) a C

#

37

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF

s 19. Moisture Content a c

.e c

23’

9

From Standard 20. Density Curve rd Density 21. Standa Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

/3’

953

/(c:’

/o/

.95

t’

26-7

26-2

3’

7

9 7

96

95

:.1—

in Lot 24. No. of Samples 25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dev. from V No. of Smpls in Lot 27.

of deviation Alebric iam lots icabie

Used 28. Total No. of Samples 29. Avg I D. a1icable lots = Distribution:

1k 27 1k 28

2-4--a’ /

-

8A-1&-I h

Signed

‘1 7,/ C /

Title

5y

$E-: /

________________Course: _________________Block ___________Base __________Subbase ____________________________

___________ _________ _______

______________________

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

7415 p Ai-

c

District.

Z44Cnuntv

/ /‘AAC

Basement Soil

Lift

Design Soil

Base

Lot Size_______

Binder Base

Lime (% by Wt.): 1st Appl._

Class______________________________________________ 2nd Appl._ Cement (% by Vol.)

Design Depth__________ Inches

Unit of Deviation.

None

Soil(Typdy,Silty,ay

Base______________ Sand Clay, Semi-Gr., Clay-G.

Inches

Depth Measured

TREATMENT:_________

COMPONENT: (circle One)________ MATERIAL: (circle one)

if

1. Section No.

7 22YP

2. Test No. 3. Date

//

Jo

P27

P7 p7-P7

J77

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Ernb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10. Moisture Count

a 11. Moisture Count Ratio \J

12. Moisture, PCF 13. Standard Count 14. Density Count 15. Air-gap Count(If Used)

a 16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF sa I .

a °



C

,2

19. Moisture Content, % : From Standard

20. Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

9 j’

/A?

99

77 2$

,1P 5

7

9A?5’

95/

4- 7 I9,

7 95

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dev. from SV =No. of Smpls in Lot Aigbric im of deviation 7. in ppiicao1e lots

,

2F’”otal No. of Samples Used 1 Day, applicable I ots Distribution:

J

tk 27 1k28

ZAE /c-’/

Signed

Title

T

/oc

: se Course _Block Subba _____ _____ _____ _____ _____ __________ _____

__ __ _____ ____ _____ _____ _____

____

_____

_____

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

226-7415

IA

IA

oject

.Frame

/7

C)—

Basement Soil

Lift

Design Soil

Base

Inches

Depth Measured

Base

Lot Size_______

Binder Base

Soil(Type)Silty,cl Sand Clay, Semi-Gr., Clay.Gr.

None_______________________

Lime (% by Wt.): 1st App!.

Class____________________________________ Design Depth__________ Inches

Base

Unit of Deviation,

TREATMENT:__________

MATERIAL: (circle one)

COMPONENT: (circle one)

/z14-’ C4

Technician

________ 2nd Appi.

Cement (% by Vol.)

1. Section No.

13

2. Test No. 3. Date 4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count u

10. Moisture Count

a

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count 15. Air.gap Count(If Used) a

16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF

,

az

E

a

c

o

c

19. Moisture Content, % From Standard 0. Density Curve rd Density 21. Standa Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

77

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dev. from SV No. of Smpls in Lot im ol deviation A1bric ica dos —

28. Total No. of Samples Used 29. Avg 1 Dev. applicable lots Distribution:

=

1k 27 1k 28

,j

Title.

_________________________________ _________________Block ________________Course: __________Subbase

_________________

______________

_______

MID-SOUTH TESTING LABORATORIES, INC. FIELD DENSITY DATA

7415 N 6r)iIí)

/AC

COMPONENT: (circle one)_________ MATERIAL: (circle one) Basement Soil

Depth -Measured

Inches

Design Soil

Base

Binder Base

Soil(Type):ndy, Silty, Clayey

None____________________ Lime (% by WI.): 1st Appl.._..

Class______________________________________________ 2nd Appl._ Design Depth__________ Inches

Base

Unit of Deviation

TREATMENT:_________

Sand Clay, Semi-Gr., CIay-Gr.

Base

Lot Size_______

Cement (% by Vol.)

1. Section No. 2. Test No.

4

3. Date

.y/j

.2 YJ2

2

j,

4/ Q/%’

-

P

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested

I

9. Standard Count

C?

10. Moisture Count a

()

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

c

15. Air-gap Count(If Used)

C?

16. Density Count Ratio 17. Wet Density, PCF

a F >

c °

‘e

C

18. Dry Density, PCF

7c 23

?

19. Moisture Content; From Standard 20.Densjtycurve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

(

,ç72.

9 5’

95

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dcv. from SV 27 •

sum of Lo No. of Smpts in Lot

4.lebric im of deviation icabie lots

2Ltal_No.

of Samples Used

29. Avg 1 Dcv. applicable lots Distribution:

d

1k 27 1k 28

-—

-1

Mf

District

/

/. i

Technician

7t’ 4

Cn,rnt

Grenada,

Signed

Title

-

/

77.



-

___________________________________Course: ________________________________Block __________Subbase ____________________________

__________

--

MID-SOUTH TESTING LABORATORIES, INC.

oject

-z

17 /‘ 5

Y 1

//

6,7

County

1/

S

Disict

Frame

_MATERIAL: (circle one)

TREATMENT:__________

-

COMPONENT: (circle one)

rechnician

Basement Soil

Lift

Design Soil

Base

Lot

Binder Base

None

Soil(Type):ndy, Silty, Clayey

Clay-Gr. Base______________ Sand Clay, Semi-Gr.,

Inches

Depth Measured

Unit of

Grenada

FIELD DENSITY DATA

226-7415

Lime (% by Wt.): 1st AppI.

Class____________________________________________ Dsian Depth__________ Inches

2nd Appl.

Cement (% by Vol.)

‘“

1. Section No.

7

2. Test NO.

J/*’

3. Date

//

/

,c.

/?

PY

&‘

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count

io. 0

Moisture Count

11. Moisture Count Ratio

y

12. Moisture, PCF

.

L.——1



13. Standard Count 14. Density Count ,

15. Air-gap Count(If Used)

0

C)

16. Density Count Ratio 17. Wet Density, PCF CC —4) Cn

18. Dry Density, PCF 1 Moisture Content,%

>,

C

O C

a

From Standard 20. Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

.

2J ,.

225 2 /j

5__

3’

/J

24. No. of Smp1es in Lot 25. Algebraic Sum of Deviations in Lot sum of Lo 26. Dcv. from sv No. of Smpls in Lot 27 .

AlbrAiC im of deviation ppiicabie lots

28. Total No. of Samples Used 29. Avg I Dcv. alicab1e ls Distribution:

37

d

=



1k28

/Ay1-)

-

Signed_.-_

Title_



.z

-

__________COMPONENT: ________________Course: __________Subbase _______Block

___________ ______________

_________________

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

15 i

7/

I

Ountv

r

k

7

h

(circle one) Basement Soil

Lift Depth Measured

Fr ,na

MATERIAL: (circle one)

TREATMENT:_________

Design Soil

Soil(Type,Silty,Clayey

None Lime (% by Wt.): 1st Appl._._._..

Base______________ Sand Clay, Semi-Gr., Clay.Gr.

Inches Base

Lot Size_______

Class__________________________________________ 2nd Appl._

Binder Base

Cement (% by Vol.)

Design Depth__________ Inches

.Base

Unit of

District

1. Section No.

/

2. Test No.

/I

3.Date 4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested

t t/t$’7

9. Standard Count a

/13’

7/

/

/‘t j,/ 7

/i

10. Moisture Count

a

[ L’

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count

.‘

15. Air-gap Count(If Used) a 16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF az

E-’ >. °

o

c

7/ 7

19. Moisture Content,-% From Standard Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

99 y

,95

9/ 9 .5

77

,

9J .9 5__

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dev. from V

sum of Lo No. of Smpls in Lot

Alebric im of deviation 27. jnpp11caoLe lots 2YNta1 No. of Samples Used

-h 2

1 Dev. applicable 1 ots=

Distribution:

lk 27 1k28

7 c/ / 76

— —

Signed



L//

/ Title

/

v

-



7—



k se Subba __Bloc _____ _____ _____ __________

_ ___ _____ _____ _____

_____

__________

MID-SOUTH TESTING LABORATORIES, INC. GrenadaM

FIELD DENSITY DATA

226-7415

Frame

/

‘roject ,

/z.

_Coorse:

Lift

Binder Base

___________ 2nd AppI.

Class____________________________________

Size

Cement (% by Vol.)

.Design Depth__________ Inches

Unit of Deviation 1. Section No.

7

y

/

2. Test No. .

Lime (% by Wt.): 1st AppI.

Sand Clay, Semi-Gr., Clay-Gr.

Base Base

Lot

None_______________________

Design Soil

Basement Soil

Inches

Depth Measured

TREATMENT:___________

one) COMPONENT: (circle one)_________ MATERIAL: (circle

7/2-7

Date

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) S. Sta. Limits Sect. Being Tested 9. Standard Count C)

10. Moisture Count 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count

t_ /1 1 _

ç

14. Density Count .

15. Air-gap Count(If Used) C)

16. Density Count Ratio 17. Wet Density, PCF —e an F’> >,

18. Dry Density, PCF

20. 21.

.° .

9

.19. Moisture Content, ‘‘7o

22. 23.

From Standard Density Curve Standard Density Curve Number tn-Place Density % of Standard Specified percent of Standard Density

/.

/ci’

/5’

2

2

‘.

2

79

,

/ ôJ. 9

/o/ /

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lo ..Algebraic sum of Lo 26. Dev. from sv No. of Smpls in Lot im of deviation ic oie lots ..7. Albr in ..ppuca 28. Total No. of Samples Used 29. Avg 1 Dev. applicable lots = Distribution:

4i 1/

jk 27 1k 28

/ ,-/7



Signed

Title

--

C-

/( T

.1

/c? 75

MID-SOUTH TESTING LABORATORIES, INC. 22’)15

FIELD DENSITY DATA A

.

,,.i,r



iA 4’

Technician

(‘



COMPONENT: (circle one) Basement Soil

Lift Depth Measured Lot Size

TREATMENT:___________

MATERIAL: (circle one) Design Soil

None

Base______________ Sand Clay, Semi-Gr., Clay-Gx.

Inches Block Base

-

Lime

(%

by Wt.): 1st AppI.

Class____________________________________________ 2nd Appl.

Binder Base

Design Depth___________ Inches

Base

Unit of Deviation

MS

ii



t

Grenada,

Cement

(%

by Vol.)

I. Section No.

2

2. Test No.

//

/

-

3. Date 4. Time 5. Station 6. Location from

7.

Q

Depth Below Subgrade(Emb.)

S. Sta. Limits Sect. Being Tested

9. Standard Count a 10. Moisture Count a °

11. Moisture Count Ratio 12. Moisture, PCF

13. Standard Count

fr,, ,l: / 1

15. AirgapCo:t(If Used)

/ //

/

16. Density Count Ratio 17. Wet Density, PCF

18. Dry Density, PCF 19. Moisture Content,

9 9P f

5?24

1

a.

9!?

21. Standard Density Curve Number

-9

22. 23.

Specified percent of

95

4

99 I 9ç



/‘

?/

9

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dcv. from SV

sum of Lo No. of Smpls in Lot

27.

klgebric j1m of deviation ln’appllcaoLe lots

28.

1 No. of Samples Used

29. Avg 1 Dev. applicable lots = Distribution:

/

/ /

Signed

Title

:7

s.’-



-

97 9ç

________________________________Course: __________Subbase

____________ ___

__________ __________________________

MID-SOUTH TESTING LABORATORIES, INC. FIELD DENSITY DATA

226-7415

2

oject

JI’ 4 Technician’

-

TREATMENT:__________

(circle one) COMPONENT: (circle one)________ MATERIAL:

-

Design Soil

Basement Soil

Lift

Block Base

Lot Size______

Lime (% by Wt.): 1st Appl._

Class____________________________________________

Binder Base

Tn

Base

Unit of L)eviatiOn

None

Soil(Typeilty,

Base_______________ Sand Clay, Semi-Gr., Clay-G.

Inches

Depth Measured

Frame

Disict

ounty 2 ‘

/

Depth_

2nd Appl._

Cement (% by Vol.)

Inches



1. Section No.

.

/7

/

2. Test No.

/2’/

Date

9/2(

2-/2-J

/7

-‘d2

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count

io.

Moisture Count

.

0

11. Moisture Count Ratio 12. Moisture, PCF

/

f/’/t(/

13. Standard Count 14. Density Count ‘

15. Alr-gap Count(lf Used)

0

c C)

// /. 1/,)

13

211

2 4±

16. Density Count Ratio 17. Wet Density, PCF C) 0

>

c

a 0 c a

18. Dry Density, PCF 19. Moisture Content,% From Standard 20. Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Density

/t’’

—_________

7! ?

25. Algebraic Sum of Deviations in Lot Algebraic sum of Lo 26. Dcv. from SV No of Smpls in Lot 1çbric im oi deviation ppLLcaOLe 10 S

28. Total No. of Samples Used 29. Avg 1 Dcv. applicable lots Distribution:

1/

= lk 1k 28

1

‘PC .1

2 ;c

.2 —

/2 /

/C

24. No. of Samples in Lot

27 •

24-

V

DRAINAGE LAYER DENSITY TESTS

0

0

ubbase _____Block __________S ___________

MID-SOUTH TESTING LABORATORIES, INC.

ir

oject

c

C

/

/

i-”A’z

rechnician

Grenada MS

FIELD DENSITY DATA

226-7415

-t

Basement Soil

Design Soil

Soil(Type): Sandy, Silty, Clayey

Base_._____..____.___.)Clay, Semi-Or., Clay-Gr.

Inches

Depth Measured

TREATMENT:__________

COMPONENT: (circle one)________ MATERIAL: (circle one) Course:

Lift_________

Frame

Base

Lot Size________

Lime (% by Wt.): 1st App].

Class____________________________________________ 2nd

Binder Base

.Design Depth

Unit of Deviation

None_______________________

Cement (% by Vol.)

Inches

1. Section No. 2.TestNo. /t

3. Date

/ /32

’7 9 7c/3

/c-/YP’

6

4’

3’

Appl.

/ ,j2%

//J’2’

/a-/7

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10.. Moisture Count

a 11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count >..

14. Density Count 15. Air-gap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF

18. Dry Density, PCF .19. Moisture Content, % >.

/cP. ç 7



/ 7/

9. 9

ç/

f 7

From Standard 20. Density Curve Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23 Standard Density

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot sum of Lo 26. Dev. from V No. of Smpls in Lot A1gebric im of deviation 27. mpp1icabie lots

28. Total No. of Samples Used 29. Avg 1 Dev. alicabIe lots =

/“

Signed

Title

42’



7

/c.

_________________Block

MID-SOUTH TESTING LABORATORIES, INC. 2 3415

FIELD DENSITY DATA

/ A , ,44t/5 LA’9,’4/

i-’ HI

I—

4z

Techn,-;.,.,,

CE

.COMPONENT: (circle one) _Course:

Depth Measured

/ -t .4 t’7/l

Inches

Basement Soil

Subbase

Lot Size_______

Base

Design Soil

Grenada, MS

fljq

n. 2 Pr

MATERIAL: (circle one)

TREATMENT:__________

Soil(Type): Sandy, Silty, Clayey

Base_______________ Sand Clay, Serni-Gr., Clay-Cr. Binder Base

Unit of Deviation

Lime (% by Wt.): 1st AppI. 2nd Appl.

Class Design Depth

None_______________________

Inches

Cement (% by Vol.)

1. Section No.

‘7

2. Test No.

cP

/-/$‘-‘?

3. Date

/,-/5y

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested g. Standard Count a 10. Moisture Count a °

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count

>..

14. Density Count 15. Air-gap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF C)

18. Dry Density, PCF E’ >, ..

I

19. Moisture Content, % 1’rom Standard 2C. Density Curve 21. Standard Density Curve Number In-Place Density 2 2. % of Standard Specified percent of 2 Standard Density

-

4, -______________

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot 26. Dcv. from SV

sum of Lo of Snipis in Lot

Algebraic sian. of deviation 27. innppilcable jots 28. Pkl No. of Samples Used 29.

Dcv. applicable lots =

28

Signed

7 Title

0

COVER SOIL DENSITY TESTS

0

0

MID-SOUTH TESTING LABORATORIES, INC. 2

415

Grenada, MS

FIELD DENSITY DATA

)roitJ/f/é/f

/A,9cc--

A

County

4

COMPONENT: (circle one) Lift

Basement Soil

_Course:

Depth Measured

Tnrh.c

Design Soil

Soil(Type): Sandy, Silty, Clayey

Base______________ Sand Clay. Semi-Cr., Clay-Cr.

Subbase Block Base

Lot Size_______

TREATMENT:__________

MATERIAL: (circle one)

Binder Base

Unit of Deviatio

None Lime (% by Wt.): 1st AppI. 2nd Appi.

Class .Design Depth

Inches

J

4

Cement

(%

by Vol.)

1. Section No.

/

2.TestNo. 3. Date

/c

-

-i

/c-?c

/&

c

2

-P

/&

/t



4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Einb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10. Moisture Count

C .-,---‘

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count .,

15. Air-gap Count(If Used) a 16. Density Count Ratio 17. Wet Density, PCF 18. Dry Density, PCF C

19. Moisture Content, % >.

C

c

c

20. 21. 22.

.

23.

/5

From Standard Density Curve. Standard Density Curve Number In-Place Density % of Standard Specified percent of Standard Density

/t

/

7

/6 t /oti

7

/, /t’t.

7

99

/7-

9c

9

4z

7

/44 /c 7

/o.)

/‘i/

/‘( / /U.

9c’

25. Algebraic Sum of Deviations in Lo sum of Lo No. of Smpls in Lot

A1uebric sirn of deviation ..7. inppi1caoLe lots 2f\1_No. of Samples Used 29.

1k 27 1k 28

Dcv. applicable lots

L 157

9”

iF7t

cf Signed

(Ci-k

-

cI/

/ Title

99,’ 9 ‘

24. No. of Sam,ples in Lot

26. Dcv. from ..,V

/5 /‘6

(‘E ;7

_________________Design ___________ ubbase _____Block __________S ___________

__ ___________

MID-SOUTH TESTING LABORATORIES, INC.

A

ojec

41 1

//Az

rechnician

Grenada,,,M

FIELD DENSITY DATA

226-7415 7-

-e1

Design Soil

Basement Soil

_Course:

TREATMENT:___________

MATERIAL: (circle one)

COMPONENT: (circle one)

Lift

Soil(Type): Sandy, Silty, Clayey

Base______________ Sand Clay, Semi-Gr., Clay-Gr.

Inches

Depth Measured

Frame

i

/i4

Base

Lot Size________

Binder Base

43

7

2. Test No.

/c-2&-g

‘3. Date

2nd AppI. Depth__________ Inches

L Section No.

Lime (% by Wt.): 1st AppI.

Class

Base

Joit of Deviation.

None________________________

J-29

Cement (% by Vol.)

9 /if2

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested

9. Standard Count C)

10. Moisture Count

.

11. Moisture Count Ratio 12. Moisture, PCF 13. Standard Count 14. Density Count .:‘

‘ C C)

15. Air-gap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF

an -‘

>. .

c °

18. Dry Density, PCF

/4 3’ /-t’er- 7

.19. Moisture Content, % 20: 21.

22.

C

23.

From Standard Density Curve Standard Density Curve Number hi-Place Density % of Standard Specified percent of Standard Density

/&. 7

/cc-

7

/

-1 9c2

24. No. of Satples in Lot 25. Algebraic Sum of Deviations in Lot sum of Lo 26. Dcv. from No. of Smpls in Lot

sv

Im o deviation Alebri aoie 10 s inppncc —

28. Total No. of Samples Used 29. Avg 1 Dev. applicable lots

//

=

1k 27 1k 28

9”

‘-



/ c7/

Signed 1’”

Title

_____Block _______________Course: ___________

_______ -__________

MID-SOUTH TESTING LABORATORIES, INC. Grenada, MS

FIELD DENSITY DATA

7415

2

1/ /Zi4

Fechnician

A A

V

gCountv

District

I-

C

I

Basement Soil

Lift_____ Depth Measured

Base

Lot Size_______

Binder Base

None_______________________

Soil(Type): Sandy, Silty, Clayey

Design Soil

Lime (°)1 by Wt.): 1st Appl._

Base______________ Sand Clay, Semi-Gr., Clay-Or.

Subbase

inches

TREATMENT:__________

MATERIAL: (circle one)

COMPONENT: (circle one)

2nd AppI.

Class Cement

.Design Depth___________ Inches

(Jail of Deviation

(%

by Vol.)

1. Section No. 2.TestNo.

3. Date

? /

/‘

j - 3;-P /c

-

/c

/

-

4. Time 5. Station 6. Location from

Q

7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10. Moisture Count ii. Moisture Count Ratio



12. Moisture, PCF 13. Standard Count

>.

14. Density Count 15. Air-gap Count(If Used) 16. Density Count Ratio 17. Wet Density, PCF .18. Dry Density, PCF

I’ >.

From Standard 20 Curve Density 21. Standard Density Curve

22.

// ( /c’c’ 7

/3’

19. Moisture Content, %

/c

r7

//ó /c’2-

7

/,a-

,7

/t’-I

/o-

.-

Number

17tY

I

///. /

Specified percent of

44

/oi

90

24. No. of Samples in Lot 25. Algebraic Sum of Deviations in Lot sum of Lo 26. Dcv. from SV No. of Smpls in Lot 41ebric sum of deviation 27. inapplicabie lots 284l No. of Samples Used

29’.l Dcv. applicable lots

4-c/

?‘7’ii’

Cecr ì1-

, Signe4

Title

I’

T

1.

/oo

__________Subbase ___________________________________Course:

-_____________

MID-SOUTH TESTING LABORATORIES, INC.

Oject

Grenada,

FIELD DENSITY DATA

226-7415

j75

IA 9c

MS

h

County

//

‘echnician

/ZA-

TREATMENT:___________

COMPONENT: (circle one)________ MATERIAL: (circle one) Basement Soil

Soil(Type): Sandy, Silty, Clayey

Base_______________ Sand Clay. Semi-Gr., CIay-G.

Inches

)epth Measured

Design Soil

Block Base

..ot Size

Binder Base

Lime (% by Wt.): 1st AppI. 2nd AppI.

Class

Cement (% by Vol.)

Design Depth__________ Inches

3nit of Deviation

None________________________

1. Section No.

7

2. Test No. 3. Date 4. Time 5. Station 6. Location from Q 7. Depth Below Subgrade(Emb.) 8. Sta. Limits Sect. Being Tested 9. Standard Count a

10. Moisture Count

a ii. Moisture Count Ratio 12. Moisture, PCF

——cD—

13. Standard Count >‘

14. Density Count 15. Air-gap Count(If Used)

a 16. Density Count Ratio 17. Wet Density, PCF an

18. Dry Density, PCF 19. Moisture Content, %

a

0

C

From Standard Density Curve 2 ° Density 21. Standard Curve Number In-Place Density 22. % of Standard Specified percent of 23. Standard Densfty

/e:’c ‘7 /c2. c’

9c’

l4. No. of Samples in Lot 5. Algebraic Sum of Deviations in Lo Algebraic sum of Lo 6. Dev. from SV =No. of Smpls in Lot AIebr.ic im of deviation ica cbs 8. Total No. of Samples Used 9. Avg I Dcv. applicable lots

97 kk 28

/V1

91t

L 7/ / 1 7 Signed

TitLe

,7/

‘—

(%)

U

APPENDIX C Waste Manifests for Sludge Removal

0

0

No//ins Eilv/rdnm8nt8/ S8rvitws fF51 /nc

(ne Rollins Plaza. P.O. Bo 2349, Wilmington, Delaware 19899 ,302)4?9-2920

® J Rollins

U

August 26, 1988

Mr. Jack L. Stephenson KOPPERS COMPANY, INC. 801 Koppers Building Pittsburgh, PA 15219 Dear Jack: Please find corrected invoices for the Flor ence, SC, and Grenada, MS plants. Sorry for the confusion. Yours Very Truly,

C. Robbins, P.E. cc:

Koppers Company, Grenada Plant Koppers Company, Florence Plant

JCR:jch

0

*

0

INVoICE

*

KC)PPERS COMPANY, GRENADA, MS CUSTOMER: 14-8-50523 CUSTOMER ORDER NC). : AUGUST 25, 1988 DATE:

ITEM DESCRIPTION

QUANTITY 1

MOBILIZATION

UNITS LS

8187 PROJ NO.: SALESMAN: GANCE/ULEKOW 089/041 SALESMAN

UNIT PRICE

AMOUNT

$7,835.00

$7,835.00

3031.47

TONS

$32.09

$97,279.87

800.71

TONS

$38.36

$30,715.24

PRIMARY DISPoSAL (CWM)

3031.47

TONS

PRIMARY TRANSPORT

3031.47

TONS

$29.90

$90,640.95

SECONDARY DISPOSAL (PDC)

0

TONS

N.A.

$0.00

SECONDARY TRANSPORT

0

TONS

N.A.

$0.00

STABILIZATION ADMIX USED

$125.19 $379,509.73

TOTAL $605,980.79

DATE 14-Jul—88 15-Jul-88 16—Jul—88 17-Jul-88 18-Jul—88 19—Jul—88 20-Jul-88 21-Jul—88 22—Jul—88 23-Jul-88 24-Jul-88 25—Jul—88 26-Jul—88 27—Jul—88 28—Jul—88 29-Jul—88

0

ADMIX (LOADS)

ADMIX (TONS)

DISPOSAL (LOADS)

DISPOSAL (TON)

4 4 5 3 3 3 4 5 1

103.42 97.62 122.77 75.06 75.64 75.5 98.2 127.5 25

l0 12 14 17 14

250.4 301.8 379.56 434.08 339.6

25 9 9 9

647 57 235 66 215.42 227.38

119

3031.47

32

800.71

.

.

______ __________ ,

.ü.

-

i.

HAZARDOUS.

MANIFEST

WASTE

s RçLd Cy The Alabama Department of Environmental Management) Form Approved. 0MB No. 2050-0039.

(Form des!gned fr use on elite (12’p.’tc/s) t,pewri1.r.) 1. Geneiator’s US EPA

tnifest

M HAZARDOUS1 D WASTE MANIFEST jj$lDj OLOI 71 012171 5141310 i°OflTl°i iip Addre.

4.

P. 0. Box [60 Tie flant, Ms. Generators Phone ( 601 )

5.

1ransporter 1

Company Name

a.

R

A

required by Federal

101 HIDIOIO 19181 615181215

Transporter 2 Company Name

US EPA ID Number

8.

Designated Facility Name and Site Address

IllIllIllIll 10.

.

H. 1 D A L 1 O 010

a

6121 2 12.C

a

No.

Type

RQ Hazardous Waste,Solid N.0.S.(K-001) ORM—E NA-9189

Total Quantity



CWM Profile NumbeREs_H_53976



F. I

US EPA ID Number

11. US DOT Description (Including Proper Shipping Name. Hazard Class and ID Number)

E N E

is not law.

US EPA ID Number

6.

CHEMICL WASTE MANAGEMENT. INC. Emelle Facility Alabama Highway 17 at Mile Marker 163’ EmeIIe.A1abama35459

0

information in the shaded areas

1

38960 226—4584

: ‘

of A.z

-

Dart Transportation Co. ‘7.

2. Page 1

’Il.ZIc2I 1 01011 P11 4

p

b. CWM Profile Number

I

I

I

I

I

I

I

I I I

I

I I I...

.—



CWM Profile Number

I

WM Profile Number

I I

cJ.

Adtt0fl3I Uescrip:ionS toT Materials Listed Above

J.

Work Order No. 880718029 RES P.O. No. 28—063i Eineruency Contact (601) —

15

I

K. Handling Codes for a.

c.

b.

d.

226—4584

htd been dded to the bovr. vi’ql c winr Ii I rnr hei nq .1 nud f i 11 (?d When hind iJnci wea r eyc ,1.( p:oh i hi f. I protection ann pro[ctive equipment such as impervious clothing an glove

S?ecII 4lprii

O 1 t 9 nstp

t7Olj

a

.

,

16GENERATORS CERTIFICATION; I hereby declare tfra the contents of this consignment are fully and accurately described above by proper shipping name end are cIasiIied, packed, marked, and labeled, and are in all respects in proper condition for transpoil by highway according to applicable international arid national government regulations, If I am a large quantity generator. I certify that I have a program ri place to reduce tire volume and toxicity of waste generated to the degree I have determined to be ecnomically practicable and that I have selected the practicable method of treatment, storage, or disposal currently available to me which minimixes the present and future threat to human health and the environment; OR. if lam a small quantity generator. I have made a good faith effort to minimize my waste generation and select Ihe best waste management method thaI is available to me and that I can afford

Signature

PntedfYPedCNfytnn

Month

Day

Year

IE) P II fl I R A

1 7.Transporter 1 Acknowledgement of Receipt of Materials Printed/Typed Name

,

N S

P 0 R 1 E R

,1

‘—“

Signa ,

7

Month

Day

Year

Month

Day

Year

..

-

-

4’itraiiporiem, Acknoedgement of Receipt of Materials Printed/Typed Name

-



,-“

tgnature

I

I

I

I

I

I

IF

ij

1 9.Discrepancy Indication Space

20.Facility Owner or Operator; Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. Printedfliyped ‘9nty

A

5igna5re

Monrt Day

Vt. Z

I

Vèàr

lJl/l(i

)

___________ ____

__________________________________________

_____________________________________ ________________________________________________

Ctri’mic.iI W.ish .i.iitr’m.nl

_____

_______ ________

--

-

-

H” AZARbOUS WASTE MANIFEST

>

(As Required By The Alabama Department of Environmental Management) print or type.

I-

i’Fcr,n dssigned for use on elite (72-pit chJ typewriter.)

UNIFORM HAZARDOUS

1

ID

WASTE MANIFEST

3.

P. 0. Box 160 Tie Plant, Ms. 4. 5.

0

2 V

17 0

aRlucg AdIrps

Generator’s Phone (6 01 ) Transporter 1 Company Name

5 4

B

DLycioeiN,

®

Form Approved. 0MB No. 205O-OO9. ExpIres 9-30-88 Information in the shaded 2. Page 1 I:.nbt required by Federal of

area”1

Manifest

1.Generator’sUSEPAIDNo.

A. State Manifest Document Number

6.

US EPA ID Number

C Sti Traht(er’s ID

IH D 0 W 9 8 16 5 8 Z 5

Dart Transportation Co. Transporter 2 Company Name

8.

I

US EPA ID Number

Designated Facility Name and Site Address

I

I

I

I

10.

CHEMICAL WASTE MANAGEMENT. INC. Emelle Facility Alabama Highway 17 at Mile Marker 163 EmelIe, Alabama 35459

I

Ejransporter’s là --

I I I I I I

US EPA ID Number

G. State Facility’s ID II.

A

L

0

0

0 01 6

I

2

2 4 64

21.

6 S N E

A T 0 R



87O2b. .:

RQ Hazardous Waste,Solid N.0.S.(K—00l) ORM-E NA-9189 CWM Profile NumLRES_H_53976

13. Total Quantity



Type

ai

:

205/652-9721

(Including Proper Shipping Name Hazard Class, and ID Number)

No.

L1

.

-‘

:.

-

Facility’s Phone

12. Containers

11. US DOT Description

-

v’

0. Tteflspdrter’S Phbñe 1



6i

-



14 1.7, Unit ! WIJV0________________ -

.

101010

b. CWM Profile Number

I

I

-A-

I I

CWM Profile Number

I I

J

I I I I

I I

._..j....

I

a.

)

CWM Profile Number U;

Auclitional Descriptions tor Materials ListbU Above

.:Wkodr 4o., 880718029 No 28—0631 RES Thrgency Contact (601) .

15.

pe

9

Ad

....i..”



I

K. Handling Codes for Wastes Listed Above

ii.

a.

C.

b.

d.

.

226—4584

iflq’ton

had been added to the above waste which When handling wear eye would prohibit it from be:i ng land filled. protection and prc)I:ective equipment such as impervious ci.othing and gloves

16 GENERATORS CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name and are classified, packed, marked, and labeled, and are in all respects n proper condition for transpoit by highway according to applicable international and national government regulations.

Ill am a large quantity generator. I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be economically practicable and that I have selected the practicable method of treatment. storage, or disposal currently available to me which minimizes the present and future threat to human health and the environrnent OR. ill am a small quantity generator. I have made a good laith effort to minimize mywaste generation and select the best waste rnanageiçt_iethod that is available to me and that I can afford Signature,j’ Year Month Day

:2::.;’ (‘‘2.

II A

2 T

17.Transporter 1 Acknowledgement of Receipt of Materials Name -

A

/),S-V5’/Z dO/kiEvL/ “l-gTransporter 2 Acknowledgement of Receijt of Materials rr,nsea, lypea Name

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GENERATOR’S CERTIFICATION: I hereby declare tht lire contents of this consignment are lully aifd accurately destribed above by proper shipping name and are classified. packeii, marked, arid labeled, and are in all respects in proper condition for transpoit by highway according to applicable international and national governrneit rcqufalinns

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are ft,lly and accurately described above by declare tlirit tire contents of this consignment y GENERATOR’S CERTIFICATION: I hereby ts in proper condition fr transport by highwa respec all in are arid , labeled rind , marked , pioper shipping name and are classified, packed l qovarr’inenr regulations according to applicable rIOT I ‘cl,onal arid nationa

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16 GENERATOR’S ,ERTlFtCATt0N: I hereby declare that lie contents of this consignment are fuTly and accurately escribed above by prober shipping name and are classified, packed , marked. anti labeled, and are in all respects in proper conditioi for transport by highway according to applicable international anti hationa f government regulatiorr If lam a large puantity generator. I certf that I have a progi am in place to reduce the volume and toxicity ol waste generated to the economically practicable and that I have selecte degree I have determined to be d the practicable method o 1 treatment, storage, or disposal currently availab future threat to human health and the enviro le tome which minimizes the present and nment. OR. ill ziin a small quantity gerinritor. I have made a good faith effort to minimize my waste the best waste management method that is availab generation and select le to me and that I can afford. Pted/,ped Signature

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GENERATOR’S CERTIFICATION: I hereby declare that the c ntonls o this co’isignrniint aref

proper shipping name and are clas,f,ed, packed, marked, and labeled, and are in all respects 1 accordlng to applicable internalionI and nalirnial goveriririent reutfllions

ly and accurately described above by

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by GENERATORS CERTIFICATION: I hereby declare that the contents of thIs consignment are hilly and accurately described above proper shipping name arid are classified, packed, marked. arid libeled. ard are in all respects iii proper condition for transport by highway according to applicable ntrnational and national government regulations to the degree I have determined lobe If lam a large quantity generator. I certify that I have a progrrirn in place to reduce tire vol nine and toxicity of waste generated available tome which minimizes the present and economically practicable and that I have selected tire practicable method of treatment, storage, or disposal currently to minimize my waste generation arid select future threat to human health and the environment: OR. iii mr a small quantity generntor. I have made a good Iithr effort the best waste management method that is available to me and that I can afford

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16

according to applicable international and national government rejlnlions

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GENERATOR’S CERTIFICATION I heroby declare unit I iii contents of I us cniisigriiiiiin t are fflhly and accurately described above by prope, shipping name arid are classified, packed, marked, and labeled. aórl are in alt respects in proØer condilirin for Iraiispoit by highway according to applicable international and national government regulations If lam a taige quantity generator. I certify that I havo a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be and that I have selected the practicable nillmocl of IrCaIrlienI, storage, or disposal currently available to me which minimizes the present and luture threat to human health and thr’ emmvirunhiment. OR. ill ann a sun-ill quantity qeumimr;itni . I have made a good faith elfnrl to minimize my waste generation and select the best waste management method that is available to me and that I can iiffoncl PriEed/yped economically practicable

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GENERATOR’S CERTIFICATION: I hereby declare that the contents of this ci nsigninenl 5 e fully and 5 ccurately desc ed above by proper shipping nare and are clnsiIied. packed. marked, tind labpled. and omm all respects n proper condrlion,for transport by highway according to applicable internatiorilit and natibniil government regulationsl ‘

lam a large quantity gerieirioi. I certify that have a program economically practicable and that I have snlrrcted the practicable future threat to human health and the environment. OR. ill am a the best waste management method thai is available to me and

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ri place to reduce lire voluirre and toxicity of wCsle qnrated to tIre degree I have determined to be method of treatment. storage, or disposal currently available tome which minimizes the present and sniill quantity generator. I have made a good faith eftnrt to minimize my waste generation and select that I can afford

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CHEMICAL WASTE MANAGEMENT, INC Emelle Facility Alabama Highway 17 at Mile Marker 163 Emelle, Alabama 35459

G E N E R A

Information in the sha is not required by law.

2. Page 1

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3.

4. 5.

Form Approved. 0MB No. 2050-0039. Expires

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GENERATOR’S CERTIFICATION: I hereby declare that the content of this consignment are fully and accurately scribed above by proper shipping name arid are classified, tiackerl, riiarlced, anrl labeled, arid are in all respects ii proper condition fpr transport by highway according to applicable international and national government eguletiohs If tarn a large quantity generator, I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined lobe and economically practicable and that I have selected the practicable method of treatment. storage. or disposal currently available tome which minimizes the present future threat to human health and the environment. OR, itt am a small quantity generator. I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me tmnd that I can afford Year Month Day Signature

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GENERn.TOR’S CERTIFICATION: I hereby declare that tire contents 01 hits consignmtrnl are lully and accuratel described above by proper shipping name and are classified. packed. marked, and labeled, and are in all respecls in prop’er condition for Iranspuit by highway according to applicable international and na(ionl government regulations. If lam a large quantity generator. I certify that have a program in place Icr reduce tire volume and toxicity of waste generated to the degree I have determined lobe economically practicable and thai I have selected the practicable method at treatment. slorage, or disposal currently available to me which minimizes the present and future threat to human health and the environment. OR. ill am a small quantity generator. I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me and that I can afford flIed ed,tfl

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WASTE MANIFEST

HAZARDQUS

(As Required By The Alabama Department of Environmental Management) (Form designed for use on elie 12.pitch) typewriter.) 1.Generator’s US EPA ID No. iruiii4 HAZARDOUS

f-lease print or type.

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4. 5

Generator’s Phone ( 601 ) Transporter 1 Company Name

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16 GENERATOR’S CERTIFICATION: I hereby declare that tire contents of this consignment are buy and accurately described above by proper hipptng name and are classified, packed, marked, and labeled, and art) in all respects in prope cond lron for transpoil by highway 1 1 according to applicable rmernationl and nationt government reputations: llama large quartity generator, I certify that I have a program in 1)10cc to educe the volume and toxicity of wasl generated to the degree I have determined to be economrr.ally pacticable and that I have selected tire prectcxbIe method of treatment, storage, or disposal currently available to me which minimizes the present and future threat to human health ar.d the environment, OR. if lam a small quantity generator. I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me and that I can afford. 4 Signatd Month Day Year Pr(1ted/&PedNr,ey

t:on

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MANIFEST 1t?

Manifest

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GENERATOR’S CERTIFICATION I hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name and are classified, packed, marked. and lapeled, and are in all respects in proper condilioçi for transport by highway according to applicable international arid national government regufation Ill am a large quantity generator. I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree have determined to be economically practicable and that I have selected the practicable method of treatment, storage, or disposal currently available to me which minimizes the present and future threat to human health and the environment. OR. ill rim a small quantify generator, I have made a good faith effort to minimize niy waste generation and select the best waste manaoement method that is available to me and that I can afford.

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Transporter 2 Company Name

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Designated Facility Name and Site Address CHEMICAL WASTE MANAGEMENT. INC. Emelle Facility Alabama Highway 17 at Mile Marker 163 Eme)le,AIabama35459

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Form Approved. 0MB No. 2050-0039. Information in the shaded areas 2. Page 1 is not required by Federal of law.

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GENERATORS CERTIFICATION I hereby decibre that tim contents of this cniisqnmrrlrt are f[iliy and accurately descri d ah b proper Shipping name and are classified. packed. marked. tind lebeleit. end are iii all respects in proper condition for transpoit by highway according to applicable iniernticirtbl intl nitinii;rl clovernnieril rei,latirins, be fl am a large quantity generatnr, I certify that I have ti tiroqra!ii iii pttic lii rieliii:e Iii: voltittie anti toxicity of wOstO rj,ni,r,itnd to tin— degree I have determined to present and economicaflypracticable and that I trove selected the prcticablc method itt treCtirielit. storage, or disposal currently availat,Ie to me which minimizes the generation and select future threat to human health and the environment. OR. ft run a titi;illqutuiitity genirr;utor.l have made a good faith effoi Ito minimize my waste the best waste manaoemenl method that us available to me and that I can afford •.

Month

Sg nature

.a T R

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A T

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20.Facility Owner or Operator: Certfication of receipt of hazardous materials covered by this manifest except as noted in Item 19.

P ‘nted/Typed Name

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HAZARDOUS WASTE MANIFEST (As Required By The Alabama Department of Environmental Management)

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or type.

(Form designed for use on elite (72-pitch) typewriter.) viruiiM HAZARDOUS T’i. Generator’s US EPA ID No.

WASTE MANIFEST

myp Add

4. 5. 7.



P. 0. Box 160 Tie Plant, Ms. Generator’s Phone ( 601

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Manifest

I N1SIDjOl0I’I 0L2!71 51 4l3I0OOfm.O

A

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38960 226—4584

1

Transporter 1 Company Name

6

Dart Transportation Co.

US EPA ID Number

1

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8.

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Designated Facility Name and Site Address

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CHEMICAL WASTE MANAGEMENT, INC. Emelle Facility Alabama Highway 17 at Mile Marker 163 Emelle, Alabama 35459

1 LI D A 1

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16 GENERATOR’S CERTlFlCATI0N I hereby declare that the cdntents of ties consignment are fully and accurately described above by proer shipping name and are classified, packed. marked, and labeled, and are in all respects in proper condition for transport by highway according to applicable international and national government regulittionk

,

Ill am a large quantity generator, I cerufy that I have a program in place to reduce the volume and toxicity of wCSte generated to the degree I have determined to be economically practicable and that I have selected the practicable method of treatment. storage, or disposal currently available to me wf,icfi minimizes the present and luture threat to human health and the environment. OR. ill run a small quantity generator. I have made good faith a effort to minimize my waste generation and select the best waste management method that is available to me rind that I can afford

Signature

Month

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Month

I

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20.Facility Owner or Operator: Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. -.-‘ rrited/JYped Name Signatu,e j j — ),, , k ,‘ /1!) / C ü .

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Year

II

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Day

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Day

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HAZARDOUS WASTE MANIFEST (As Required By The Alabama Department of Environmental Management)

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4. 5. 7.

P. 0. Box 160 Tie Plant, Ms. Generator’s Phone ( 6 01

CWMA )

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6.

Dart Transportation Co.

l0lHIDl0l0I9l8l6l5I8I2

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Month

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:

Day

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_____________________________________ _______________________ ___________________________________________________

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GENERT0RS CRTIFlCATtON: I hereby declare thai tire contents of this consignment are tulty and accurately described above by proper shipping name and are classifipd. iacked. marked. nd labeled, and are in all respects n proper condition for transport by highway ovi’rrimirrrt regulations 1 according to applicable Trier rational and ruitirurul i Ill am a large quantity generator. I crtif’ iliat I have a f)rograin ifl 1)10CC to TCdiICi) the volume and toxicity of waste generated to The degree I have determined tobe economically practicable and that I tiavi. selected the practicable method of treatrirvi.!. storage, or disposal currently available to me which minimizes the present and future threat to human health and the environrilent. OR. ill urn a small quantity generator. I have made a good laith effort to minimize my waste generation and select the best waste management method that is available to me and that I can afford

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6.

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GENERATOR’S CERTIFICATION: hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name and are classified, packed, marked, and labeled, and are in all respects in proper condition for tiansport by highway according to applicable international and iatioral government regulations

16

P I am a large quantify generator. I certify I fiat I have a tir Cyril iii iii pince to r nilni;’, II to vol ii ice and toxicity cit wCst ci gene, atnd to tire tlegr no I have deter mined to be economically practicable and that 1 liavp sidecleri tIm practicable nilliiid of treCtii’irirf. ctorage. or disposal currently availtile to roe wInch minimizes the present and future threat to human health and the environment, OR, ft ant a smelt quantity generator. I have made a good faith effort to nr,nimize my waste generation and select the best waste management method thi5t is available to me and that I can afford

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16 GENERATORS CERTIFICATION: I hereby diclare that thoniirts of this coiisig iiiT1are fully aid accurateiç described above by proper shipping name and are classified. pncked. marked, nd labeled, and are in all respects in proper condition for Iranspoit by hqhway c&ding to applicable iniernational and nalionl government regulations

fl am a large quantity generator, I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined lobe economicatlpracticable and that I rave selected the practicable method of treatment, storage, or disposal currently available tome which minim.zes the present and future threat to human health and the environiiienr, OR, It am a small quantity generator. I have made a good faith effort to mnni,ze my waste generation and select the best waste manaoement method thaI is available to me and that I can afford

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GENERATOR’S CERTIFICATION: I hereby declare that the content of ths consinnienl are lully and accurtely described above by proer shipping name and are classified, packed, marked, and labeled. and ore iii all respects in proper condition for transport by highway according to applicable internationat and national government regulatibns. Ill am a large quantity generator, I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined lobe economically practicable and that I have selected the practicable method of treatment storage, or disposal currently available to me wfiich minimizes the present and future threat to human health nd the environment. OR. ill rim a small iluiinlity gener;itor. I have made a good faith effort to minimize my waste generation and select the best waste manaqement method IliCi r available to me and that I can afford

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16 GENERATOR’S CERTIFICATION: I hereby declare that the corrtertsf this consighméhi re fully and accurately described above by propr shipping name and are classified, packed, marked, and labeled, and are in all respects n proper condition for transpoit by highway according to applicable international and nalional government regulations If I am a large quantity generator. I certify diat I have a program in place to reduce tire volume and toxicity of waste generated to the degree I rave determined to be economically practicable and that I have selected the practicable method of treatment, storage, or disposal currently avainhte to me which min,rn,zes the present and future threat to human health and tire env,roniirent. OR. ill rim a smrill quantity gener;itor. I have made a good faith effort to minimize my waste generation and select the best waste manaoement method that is available to me and that I can afford Signature

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CHEMICAL WASTE MANAGEMENT, INC. EmelIe Facility Alabama Highway 17 at Mile Marker 163 Emelle, Alabama 35459

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16 GENERATORS CERTIFICATION: I hereby declare that tire contents of this consignment are fuliy and accurately described above by proper shipØrng name and are classified, packed, marked, and labeled, and are in all respects in proper condition for transport by highway according to applicable international and national government requlatinns Ill ton a large quantity generator. I certify tlrtit I have a tirograni economically practicable and that I hiavir selecld tire practicable future threat to human health and the environment. OR. ill ciii a the best waste management method that is available to me and Pntedjyped(trnt

ri plnce to ririfuce the viiliiiiie arid toxicity of waste geiwritirif lii tIre degree I have determined to be nicihod of treatment. Storage, or disposal corrently availahle to rue which minimizes the present and sniell quantity generator. I have made a good faith effort to minimize my waste generation and select that I can afford Signature Year Month,Qr _.y/J____._42.,. ....-,--...

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HAZARDOUS WASTE MANIFEST (As Required By The Alabama Department of Environmental Management)



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CHEMICAL WASTE MANAGEMENT, INC. Emelle Facility Alabama Highway 17 at Mile Marker 163 Emelle, Alabama 35459

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GENERATOR’S CERTIFICATION: I hereby decline that the contents of this consignment are fully and accurately described above by prober shipping name and are classified, tracked, marked. and labriled, and are in all respects ri proper condition for transport by higliwey according to applicable international rind national government regulations B lam a large quantity generator. I certify that I have a prograro in place to reduce the volume and toxicity of waste generared to the degree I have determined lobe economically practrcable and that I have selected tIre practicable method of treatment storage, or disposal currently available to me which minimizes the present and luture threat to human health and tire environrrierrt. OR. ill run a small quantity generator, I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me and thaI can afford.

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GENERATOR’S CERTtFICATION: I hereby declare that shipping name and are classified. tracked, macken.

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this consiqni1int re fully and accurately described above by labeled, and are in all respects in proper condition lw Iranspoit by highway ulnlinin:; 1 flOv’rnuinl ren tire conlents of mnit

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