[as built report addendum - central cell ... list of appendices appendix title a daily review of...

Proiect^^s-060-29 CanonleEnviroimental UNITED NUCLEAR " CORPORATION OFFICE COPY RETURN TO GALLUP OFFICE

As-Built Report Addendum

Central Cell Interim Stabilization

Cliurch Roc{< Site Gallup, New Mexico

Prepared For;

UNC Mining and Milling A Division of United Nuclear Corporation Gallup, New Mexico

SDMS DOCID# 1128091

004327

As-Built Report Addendum

Central Cell Interim Stabilization

CanonieEnvironmentdl

004328

TABLE OF CONTENTS

PAGE

LIST OF TABLES i

LIST OF FIGURES ii

LIST OF APPENDICES iii

1.0 INTRODUCTION 1

2.0 CONSTRUCTION METHODS AND EQUIPMENT 3

3.0 COMPACTION CRITERIA AND TESTING 4

3.1 North of Evaporation Ponds 5

3.2 Northeast Portion of Central Cell 5

4.0 SETTLEMENT MONITORING 7

5.0 CLOSING REMARKS 8

REFERENCES

TABLES

FIGURES

APPENDICES

CanonieEnvironmental

004329

LIST OF TABLES

TABLE NUMBER TITLE

1 Earthmoving Equipment

2 SM-7 Settlement Monitoring

CanomeEnvironmental

004330

LIST OF FIGURES

SHEET DRAWING NUMBER NUMBER TITLE

1 of 1 86-060-E728 Central Cell Interim Stabilization As-Built Conditions


004331

Ill

LIST OF APPENDICES

APPENDIX TITLE

A Daily Review of Earthwork Construction

B Soil Cover Test Results North of Evaporation Ponds

C Soil Cover Test Results Northeast Portion of Central Cell


004332

c

ADDENDUM TO AS-BUILT CONSTRUCTION REPORT INTERIM STABILIZATION

CENTRAL CELL TAILINGS DISPOSAL AREA UNITED NUCLEAR CORPORATION

CHURCH ROCK FACILITY

1.0 INTRODUCTION

Interim stabilization of the majority of the centra! cell of the tailings disposal area

(central cell) was completed in 1990. The 1990 central cell construction and quality

control measures are documented in the As-Built Report, Central Cell Interim

Stabilization prepared by Western Technologies, Inc. (WT) in January 1991

(WT, 1991). This document is an addendum to the 1991 report and describes the

additional interim stabilization construction performed in the central cell during 1991

as documented by WT inspection reports.

Interim stabilization activities in 1991 included:

1. Placement of an interim soil cover over a 1.1 -acre area located immediately

north of the evaporation ponds, and

2. Placement of additional soil cover in the northeast portion of the central cell

over a 4.2-acre area that had experienced settlement.

Sheet 1 shows the location of these interim stabilization activities.

Nielsons General Contractors provided construction services to United Nuclear. WT

provided geotechnical sampling and testing services. The construction activities were

conducted from September 16, 1991 to October 7, 1991 in conjunction with similar

activities being conducted on the south cell. Descriptions of the daily construction

activities for both the central and south cells for this time period are presented in

Appendix A, Daily Review of Earthwork Construction.


004333

The additional interim stabilization measures conducted in the central cell, as

documented by WT, were constructed in accordance with the Technical Specifications

and Construction Drawings presented in the "Tailings and Reclamation Plan As

Approved by NRC March 1, 1991, License No. SUA-1475" (Canonie, 1991). The

following sections of this addendum describe the interim stabilization construction

activities, provide quality control procedures and documentation, and present post-

construction monitoring results.

CanomeEnvironmentdl

004334

2.0 CONSTRUCTION METHODS AND EQUIPMENT

The interim soil cover placed in 1991 in both areas of the central cell was completed

with conventional earthmoving equipment. The soil was transported with scrapers

and placed with dozers and graders. Water was added and incorporated into the soil

with water trucks and a rome plow. A sheepsfoot compactor was used to knead the

soil and a pneumatic roller was used to further compact and seal the soil cover

surface. Table 1 presents a complete listing of the types of construction equipment

for the earthmoving operation.

The Technical Specifications in Appendix B of the Reclamation Plan (Canonie, 1991)

specified that the interim soil cover be placed in lifts up to 12-inch maximum

thickness, measured loose. This method was modified in the field to placing one lift

that measured a minimum of 12 inches after water processing and compaction. This

field modification was made to minimize contamination of the soil cover by the tailings

material, which could occur when working a thinner lift of soil with a rome plow and

sheepsfoot compactor. Adequate density and moisture content were achieved by

increasing the compaction effort and the amount of water added.

Unfavorable weather conditions did not allow for seeding these two portions of the

central cell after completing interim stabilization. However, mulch was crimped into

the soil to minimize the erosion potential. This mulch and volunteer vegetation by

native species is anticipated to be adequate to protection against the potential for

exposing tailings material until the rock armor is placed during final reclamation.


004335

1

3.0 COMPACTION CRITERIA AND TESTING

Compaction criteria and testing for soil cover as specified in the Reclamation Plan

(Canonie, 1991) are shown below. These specifications require more testing than the

1990 specifications that applied during the previous central cell interim stabilization

activities. All criteria and testing rates were met or exceeded during the 1991

activities, as is discussed in Sections 3.1 and 3.2

Reclamation Plan Specifications

1. Soil cover is to be compacted to a minimum of 95 percent of the maximum

standard proctor dry density at a moisture content between optimum and

optimum plus two percent, as determined by ASTM D-698.

2. In-place field moisture density testing of the soil cover is to be conducted

at the rate of one test for each 500 cubic yards (cy) of cover soil and a

minimum of two tests for each day of cover soil in excess of 150 cy.

3. A full standard proctor test (ASTM D-698) is to be conducted per every 1 5

field density tests. A one point proctor test is to be conducted per every 5

field density tests.*

4. Gradation and classification testing of soil cover is to be conducted at a

minimum rate of one test each day of cover soil placement in excess of

150 cy and one test per 1000 cy.

* Note: One-point proctor tests were not conducted during 1991 central cell

activities. Full proctor tests were taken at twice the minimum rate to

sufficiently monitor soil compaction characteristics.

Environmentdl

004336

3.1 North of Evaporation Ponds

The 1.1 -acre area shown on Sheet 1 and located immediately north of the evaporation

ponds was previously graded and compacted in 1990. A 1-foot-thick interim soil

cover consisting of 1,926 bank cubic yards (bey) of clay was placed over this area on

September 16, 1991. The haul road embankment located on the west side of the

tailings area served as the borrow source for constructing the soil cover.

The soil cover consisted of sandy, silty, clays and sandy, lean, clays. Four gradation

and atterberg tests were conducted on this soil (i.e., one test every 482 bey) with all

tests meeting the required gradation specifications. The standard proctor test

performed on the soil yielded a density of 111.1 pounds per cubic foot (pcf) and a

moisture content of 15.8 percent. In-place field moisture-density testing was

performed by sand cone method (ASTM D-1556) on September 25, 1991. A total

of seven locations spread uniformly over the soil cover were tested (i.e., one test

every 275 bey) with all the results of tests meeting density and moisture

specifications. Test results for this area of interim soil cover are presented in

Appendix B.

3.2 Northeast Portion of Central Cell

The 4.2-acre area shown on Sheet 1 and located in the northeast portion of the

central cell experienced higherthan average settlement rates after interim stabilization

measures were completed in 1991. This area is located over the Borrow Pit No. 1

area, and the settlement is attributable to the large thickness of tailings deposited in

the borrow pit. A 1-foot-thick interim soil cover consisting of 6,645 bey was added

to this low area to reestablish the original design grade. The soil cover material was

obtained from the Borrow Pit No. 2 stockpile and was placed over a four-day period.

The original surface area was grubbed of vegetation before soil placement.


004337

The soil cover consisted of sandy, silty, clays and sandy, lean, clays. Ten gradation

and atterberg tests were conducted on this soil (i.e., one test every 664 bey) with all

tests meeting the required gradation specifications. Three standard proctor tests were

conducted, and these tests yielded an average density of 112.8 pcf and average

moisture content of 13.2 percent. In-place field moisture-density testing was

conducted using the sand cone method (ASTM D-1556) at 23 locations spread

uniformly over the soil cover (i.e., one test every 289 bey). Initial testing on October

1, 1991 indicated that the majority of the locations exceeded the moisture content

specification. All failing areas were reworked until they met specifications. Test

results for this area of interim soil cover are presented in Appendix C.


004338

4.0 SETTLEMENT MONITORING

Nine settlement monuments are located throughout the reclaimed tailings disposal

area, placed in the areas of greatest fill and softest soil foundation conditions. One

of these settlement monuments, Settlement Monument No. 7 (SM-7) is located in the

northeast portion of the central cell.

SM-7 was surveyed before construction activities on July 8, 1991, and after

completing the interim soil cover on October 9, 1991. As shown on Table 2, the

monument settled approximately 0.23 feet during construction. Continued monitoring

after October 9, 1991 showed:

1. Settlement of 0.17 feet from October 9, 1991 to November 11, 1991,

2. Settlement of only 0.07 feet from November 11, 1991 to January 20, 1992,

3. Settlement of 0.18 feet from December 16, 1991 to March 9, 1992, and

4. Essentially no further settlement (i.e., less than 0.05 feet) from

March 9, 1992, until April 13, 1992.

The data suggests that 90 percent of primary consolidation has essentially occurred.


004339

8

5.0 CLOSING REMARKS

Additional areas in the central cell of the tailings disposal facility have been regraded,

stabilized, and repaired with an interim soil cover in accordance with the specifications

and construction drawings contained in the Reclamation Plan. Settlement monitoring

indicates that settlement is decreasing and is not expected to impact the interim soil

cover/radon barrier.

Canonie appreciates this opportunity to provide engineering services in summarizing

Information regarding work conducted during 1991 in the Central Cell Tailing Disposal

Area at the Church Rock Facility. If you have any questions, please contact me

at (303) 790-1747.

Respectfully submitted,

^ David W. Kurz, P.E. Project Manager

DWK/ajw


004340

39 •n m

004341

REFERENCES


004342

REFERENCES

Canonie Environmental Services Corp., 1991 "Tailings Reclamation Plan as Approved by NRC March 1, 1991, License No. SUA-1475," prepared for United Nuclear Corporation, Church Rock Facility, Gallup, New Mexico.

Western Technologies, Inc., 1991, "As-Built Construction Report, Interim Stabilization, Central Cell Tailings Disposal Area," prepared for United Nuclear Corporation, Church Rock Facility, Gallup, New Mexico.

I


004343

> w f m (0

004344

REFERENCES

3 •

CanomeEnvironmentdl

004345

REFERENCES

Canonie Environmental Services Corp., 1991 "Tailings Reclamation Plan as Approved by NRC March 1, 1991, License No. SUA-1475," prepared for United Nuclear Corporation, Church Rock Facility, Gallup, New Mexico.

Western Technologies, Inc., 1991, "As-Built Construction Report, Interim Stabilization, Central Cell Tailings Disposal Area," prepared for United Nuclear Corporation, Church Rock Facility, Gallup, New Mexico.

I

I r


004346

r-01

004347

TABLES


004348

TABLE 1

EARTH-MOVING EQUIPMENT

Type of Equipment

Caterpillar 633 Scrapers

Caterpillar D-8H Dozer

Caterpillar D-6 Dozers

Caterpillar 14 G grader

Caterpillar 12 G grader

Caterpillar 631 Water Wagon

Tampo Pneumatic Roller

Caterpillar 825 Sheepsfoot Compactor

Water Truck

Rome Plow

Amount

4

1

2

CanomeEnvironmental

004349

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004350

TABLE 2

SM-7 SETTLEMENT MONITORING JULY 8, 1991 TO APRIL 13, 1992

(Continued)

Date

2-24-92

3-2-92

3-9-92

3-16-92

3-25-92

3-30-92

4-6-92

4-13-92

Elevation (ft)

6965.17

6965.16

6965.12

6965.16

6965.07

6965.10

6965.09

6965.07

Total Chanae (ft)

-0.60

-0.61

-0.65

-0.61

-0.70

-0.67

-0.68

-0.70

Incremental Chanae (ft)

-0.04

-0.05

-0.04

-1-0.04

-0.09

-fO.03

-0.01

-0.02


004351

(0

004352

FIGURES


004353

CENTRAL CELL INTERIM STABILIZATION AS-BUILT CONDITIONS

PREPARED FOR

UNC MINING AND MILLING GALLUP, NEW MEXICO

CanonieEnvironmental DATE: 4-15-92 SCALE: AS SHOWN SHEET 1 of 1

DRAWING NUMBER 86-060-E728 A

004354

> • 0 XI

i> m z g X

004355

APPENDIX A

DAILY REVIEW OF EARTHWORK CONSTRUCTION


004356

WESTERN TECHNOLOGIES INC.

400 South Lorena Avenue Farmington, New Mexico 87401 (505) 327-4966

FIELD REPORT

REVIEW OF EARTHWORK CONSTRUCTION

Client U n i t e d N u c l e a r C o r p o r a t i o n

Project 1991 R e c l a m a t i o n T e s t i n g

Location Church Rock, New Mexico

Prime Contractor N i e l s o n s I n c .

Earthwork Subcontractor ~

Job No. 3141K062

Invoice No. _ _ J ^ 1 0 8 4 4

Report No. . Date 9^ 11^L^l.

Report By H. K u e b l e r / W ^ Date _ 09 A 6/91^

Superintendent Bruce B e r r y

Superintendent ._Z

Earthwork in progress and/or completed since last report: ^ 1 ^ ^ ° " ^ ^^^^'.^ was p l a c i n g s o i l c o v e r m a t e r i a l

between C and E l i n e s and p l a c i n g s o i l c o v e r b e t w e e n g r i d l i n e s 19 and 20 i n t h e

n o r t h e v a p o r a t i o n p o n d s .

Unexpected site conditions: none

Sampling and/or testing performed: One ASTM D698 p r o c t o r and one g r a d a t i o n / A t t e r b e r g t e s t (G-30)

_ and one sandcone c a l i b r a t i o n were p e r f o r m e d . A l s o two g r a d a t i o n / A t t e r b e r g

t e s t s sampled 0 9 / 1 3 / 9 1 were c o m p l e t e d .

Conformance of earthwork materials, operations and/or test results to project requirements: No c o m p a c t i o n t e s t s

were p e r f o r m e d .

Person/persons notified of nonconformance to project requirements: ^ n / a

Nonconformance corrected: _ J l / a .

Instructions or information received/from: .^n/a

Tech./Eng'r time on project today: 8 h o u r s

Time and date for next visit: 0 9 / 1 7 / 9 1 _

Copies: Client (3) Field Copy (1) Billing (1) /sr

No. of visits today:

y •' Reviewed Bv '

004357



FIELD REPORT

R E V I E W OF E A R T H W O R K C O N S T R U C T I O N

Job No.

Invoice No.

Report No.

3141K062

31410844

Date 09/24/91

Client United Nuclear Corporat ion

Project 1591 Reclamation Tes t ing



Earthworlc Subcontractor ~

Earthwork in progress and/or completed since last report: ^ i ^ M ? ' ^ ^ I n c . was p l a c i n g s o i l c o v e r m a t e r i a l

between D and E l i n e , however no p rocess ing occur red . Nie lsons I n c . was f i ne

_ Report By H. Kuebler/WT Qate 09/17/9_l_

_ Superintendent B r u c e B e r r y ___

_ Superintendent ~

grading regraded tajLlings sur face on G l i n e .


Sampling and/or testing performed: Sample p r epa ra t i on fo r s o i l cover m a t e r i a l on D l i n e was

p erf ormed. ^

Conformance of earthwork materials, operations and/or test results to project requirements: No c o m p a c t i o n t e s t s were

performed. ._ :

Person/persons notified of nonconformance to project requirements: ^'3

Nonconformance corrected: ^_'?

Instructions or Information received/from: ^B'^'^^

Tech./Eng'r time on project today: ° ^ ° ^ ^ ^ _

Time and date for next visit: 0 9 / 1 8 / 9 1



Q^/ii a'"'"' (/ •' Reviewed By

^

004358



FIELD R E P O R T


Client Un i t ed N u c l e a r C o r p o r a t i o n



Prime Contractor N i e l s e n s I n c .

Earthwork Subcontractor ~

Earthwork in progress and/or completed since last report:

0 9 / 2 4 / 9 1

JobNo. 3141KG62

invoice NO. ,_ 31410844

Report No. Date

_ Report By H. Kuebler/WT 0 ^ ^ 0 9 / 1 8 / 9 1

Superintendent _ l H ^ ^ ^ . ^ e r r y

Superintendent ~ ^

Nielsons Inc. was placing soil cover material

between E and F, however, material was not being proce ssed.

Unexpected site conditions: ?P5^

Sampling and/or testing performed: I ^ ^ . compact i o n t e s t s and o n ^ g r ^ d a t i o n / A t t e r b e r g t e s t s was

p e r f o r m e d .

Conformance of earthwork materials, operations and/or test results to project requirements: C°™Pact i o n t £ s t s_on_

r e g r a d e d t a i l i n g s s u r f a c e on G met j o b s p e c i f i c a t i o n s .

Person/persons notified of nonconformance to project requirements: B / a

Nonconformance corrected: ^Jll.^^

, , ,. . , ,. • j / i Ed M o r a l e s r e q u e s t e d c o m p a c t i o n t e s t i n g on s o i l c o v e r Instructionsormformatron received/from: „ . _ ^ °^ — —

material that will be placed in two locations of central cell. Testing shall be

done in accordance to Western Technologies contract for soil cover material.

Tech./Eng'rt imeon project today: 8 h o u r s No. of visits today:

Time and date for next visit: 09/_19/91

C o p i e s : C l i e n t (3) F i e l d Copy (1) B i l l i n g ( I ) / s r

,' '^ Reviewed By/

004359

W E S T E R N 400 South Lorena Avenue T E C H N O i X K a l E S Farmmgton, New Mexico 87401 I I IQ : (505) 327-4966

FIELD REPORT

R E V I E W O F E A R T H W O R K C O N S T R U C T I O N

Job No. „ _ 3141K062_ _

Client United Nuclear Corporat ion Invoice No. 31410844

Project 1991 Reclamation Test ing Report No. Date 0^/24/^1

Location Church Rock, New Mexico Report By ^ ' Kuebler/WT Date ?9/19/91

Prime Contractor N i e l s o n s I n c . Superintendent B ruce B e r r y

Earthwork Subcontractor "" Superintendent ~ _

Earthwork in progress and/or completed since last report: N i e l s o n s I n c . g r u b b e d v e g e t a t i o n i n n o r t h e a s t

s e c t i o n of c e n t r a l _ c ^ l l and began s o i l placement. Nie l sons I n c . cont inued to

p lace s o i l cover m a t e r i a l , however, no process ing occured.


Sampling and/or testing performed: , Tw° ^°™P^^^i°" t e s t s on regraded t a i l i n g s sur face and one

p roc to r po in t and one g r a d a t i o n / A t t e r b e r t t e s t were performed.

Conformance of earthwork materials, operations and/or test results to project requirements: Compac t i on t e s t s on

r e g r a d e d t a i l i n g s s u r f a c e met p r o j e c t r e q u i r e m e n t s .

Person/persons notified of nonconformance to project requirements: JH^/^

Nonconformance corrected; _n /a

Instructions or information received/from: none

Tech./Eng'r time on project today: ° " ° ^ ^ ^ ^ _„ _ , No. of visits today:

Time and date for next visit; 0 9 / 2 0 / 9 1 ^^ ^

Copies: C l i e n t (3) F ie ld F i l e (1) B i l l i n g (1) / s r

y if Reviewed By ^

004360



FIELD REPORT


Client Uni t ed N u c l e a r C o r p o r a t i o n




Earthwork Subcontractor -

Job No. 3141K062

Invoice No, 31410844

0 9 / 2 4 / 9 1 Report No. Date

Report By " • ^ueb le r /WT Date ^^ll^^Jl^


Superintendent ~ , __

Earthwork in progress and/or completed since last report: N i e l s o n s I n c . was p l a c i n g s o i l . c o v e r m a t e r i a l ^ i n

n o r t h e a s t s e c t i o n of c e n t r a l c e l l . No p r o c e s s i n g of s o i l h a s o c c u r r e d .


Sampling and/or testing performed: One proctor, one gradation/Atterberg test was performed.

Conformance of earthwork materials, operations and/or test results to project requirements: ^^° c o m p a c t i o n t e s t s were

p e r f o r m e d . .__

Person/persons notified of nonconformance to project requirements: n/£

Nonconformance corrected: n / a

Instructionsor information received/from: _ none

Tech./Eng'r time on project today: ° h o u r s

Time and date for next visit: 0 9 / 2 i / 9 1

C o p i e s : C l i e n t (3) F i e l d Copy (1) B i l l i n g ( I ) / s r


J Reviewed By /

004361

United Nuclear Corpi. INTERIM RECLAMATION -

cion 1991

Test Summary for Week of 09/23 - 09/27 Page 1 of 4

TYPE 01 DATE TEST GRID

09/23 Gradation/ Atterberg E-33

Proctor ASTM D698A E-35

N

72440

72440

E

57670

57670

EEEV.

6951.0

6951.0

MATERIAL

TSC/SC

TSC/SC

DENSITY MOISTURE RELATIVE USCS IVmilN Ib/Ft^l I COMPACT. % SOIL CI.. SPECIFICATIONS?

09/24 Gradation/ Atterberg Mill site fill for Borrow Pit #2

Gradation Atterberg Old Church Rock site for Borrow Pit HZ

Unit Weight

09/25 Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

1-34,5

1-34

B-20+65

C-20+65

D-20+65

E-20+65

F-20+65

G-20+30

H-20+30

D-34

0-35

D-36

D-37

D-31

72090

72110

73620

73550

73500

73410

73350

73340

73280

72580

72350

72280

72220

72660

57900

57910

58250

58250

58410

58500

58550

58650

58720

57670

57470

57400

57350

57740

6960.0

6960.0

6964.2

6963.9

6963.7

6963.4

6963.1

6962.9

6962.6

6951.0

6951.0

6951.0

6951.0

6951.4

RTS/SC

RTS/SC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

CC=Central Cell SC=South Cell TSC=Top of soil cover RTS=Top of regraded tailings surface F=Failing specification P=Passing specification Elevations are given in feet above mean sea level

111.3

103.6

113.2

111.3

107.2

106.9

106.8

110.7

116,4

111,6

112,7

111.5

108.0

113,2

114.5

15,1

11.7

12.6

16.4

16.8

16.7

16.1

16,7

15.9

15.9

16;3

16.0

16.3

15.7

16,2

91

100

100

97

96

96

100

100

100

100

100

98

100

100

CL

CL

CL

CL

a a CL

a a a CL

a a CL

CL

a a a CL

Yes

n/a

n/a

n/a

n/a

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

004362

DATE

09/25

09/26

TYPE OF TEST

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Gradation/ Atterberg

Proctor (1 ASTM D698C

"Gradation/ Atterberg

•Gradation/ Atterberg



Sandcone

Sandcone


Sandcone

Sandcone

GRID

D-38

D'29

D-30

D-32

D-33

D'39

D-40

1-34

point) 1-34

H-20

B-20

F-20

E-20

E'29

E-30

E-30

E'31

E-32

N

72150

72850

72750

72570

72510

72070

71980

72110

72110

73280

73620

73350

73410

72760

72690

72690

72600

72530

E

57280

57890

57810

57670

57600

57220

57170

57910

57910

58720

58250

58550

58500

57950

57890-

57890

57810

57750

United Nuclear Corf INTERIM RECLAMATION

Test Summary for Week

ELEV.

6951.0

6952,0

6952.2

6951.0

6951.0

6951.0

6951.4

6960.0

6960.0

6962.6

6964.2

6963.1

6963.4

6952,6

6951.5

6951.5

6951.0

6951.0

MATERIAL

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

RTS/SC

RTS/SC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

tion 1991

of 09/23 ' 09/27*

DENSITY lb/Ft,l

111,5

107,9

111,1

108,7

113,4

117,5

109.5

-

113.3

-

-

-

-

111.8

112.6

-

111.6

109.2

MOISTURE

%

17.0

16.1

15.8

17.5

16.6

16.1

15.8

-

14.8

-

-

-

-

15.2

15.4

-

17.1

16.7

Page 2 of 4

REIJVTIVF COMPACT. %

100

98

100

98

100

100

99

-

-

-

-

-

-

100

100

-

100

98

uses SOIL CI,.

a CI.

a

CI.

a.

Cl,

CL

SM-SC

SM-SC

CL

CL-ML

CL

CL

CL

a

CL

CL

CL

WITllIN SPECIFICATIONS?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

n/a

n/a

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

•Summary revised 11/07/91 to include test results. CC=Central Cell SC=South Cell TSC=Top of soil cover RTS=Top of regraded tailings surface F=Failing specification P=P3ssing specification Elevations are qiven in feet above mean sea level

004363

United Nuclear Corp,,.ation INTERIM RECLAMATION - 1991

Test Summary for Week of 09/23 - 09/27* Page 5 of 4

TYl'E Ol-DATE TEST

09/26 Sandcone

Sandcone

Sandcone

Sandcone

*(iradation/ Atterberg

Sandcone

Sandcone

*Gradation/ Atterberg

Sandcone

Sandcone

09/27 "Sandcone

*Sandcone

*Sandcone

"Sandcone

"Sandcone

"Sandcone

"Sandcone

"Sandcone

"Sandcone

"Sandcone

"Sandcone

GRID

E-33

E-34

E-35

E-36

E-36

E-37

E-38

E-38

E-39

E-40

F-30

F-35

F-34

F-33

F-32

F-31

F-40

F-39

F-38

F-37

F-36

N

72440

72350

72290

72210

72210

72150

72090

72090

72000

71850

72610

72220

72380

72330

72450

72610

71870

71940

72030

72080

721SO

E

57670

57600

59550

57480

57480

57430

57370

57370

57250

57220

57950

57620

57680

57750

57820

57820

57270

57370

57450

57500

57560

ELEV.

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951,0

6952.1

6951.0

6951,0

6951,0

6951,0

6951,0

6954,3

6951,0

6951.0

6951.0

6951.0

MATERIAL

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

"Summary revised 11/07/91 to include test results. SC=South Cell TSC=Top of soil cover F=Failing specification P=Passing specification Elevations are given in feet above mean sea level

DIJISITY Ih/Ft.l

104.9

110,1

105.2

107.7

107.1

103.3

MOISTURE i

18,6 F

15.7

15.5

18.2 F

REIJVTIVE COMPACT. %

94 F

99

95

97

uses WITHIN SOIL CL. SPECIFICATIONS?

18,3 F 96

16,9 93

109,7

113,1

108,5

107,8

111,6

104.5

112,5

106,3

99,5

103,4

103,2

103,0

115,2

17.0

15.3

16.0

18,7 F

16;9 F

15,8

15,5

17,0 F

17;0 F

19,4 F

20,7 F

18,5 F

17,6 F

99

100

96

95

98

92 F

99

94 F

88 F

91 F

91 F

91 F

100

CL

CL

CL

a.

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

a a CL

CL

No

Yes

Yes

No

CL-ML Yes

CL No

CL No

Yes

Yes

Yes

Yes

No

No

No

Yes

No

No

No

No

No

No

004364

United Nuclear Corporation INTERIM RECLAMATION - 1991

Test Summary for Week of 09/25 - 09/27* P.'pe 4 of 4

TVl t OF DATE TEST

U9/27 "Retest Sandcone

*Retest Sandcone

*Retest Sandcone

*Retest Sandcone

GRID

E-33

E-36

E-37

E-38

N

72440

72210

72150

72090

57670

57480

57430

57370

ELEV.

6951.0

6951.0

6951.0

6951.0

MATERIAL

TSC/SC

TSC/SC

TSC/SC

TSC/SC

DENSITY TOISTIIRE RELATIVE KSCS WITHIN Ib/Ft.l % COMPACT. % SOIL CL. SPECIFICATIONS?

106.7

108.9

107.0

107.8

15,3

15,6

15,1

15,7

96

98

96

97

CL

CL

CL

CL

Yes

Yes

Yes

Yes

*Summary revised 11/07/91 to include test results. SC=South Cell TSC=Top of soil cover F=Failing specification P=Passing specification Elevations are yiven in feet above mean sea level

004365



FIELD REPORT






Earthwori< Subcontractor

Job No. .,

Invoice No.

Report No.

3141K062

31410925

Date 1 0 / 0 2 / 9 1

Report By H. Kuebler/WT Date Q_9/23/91


Superintendent

Earthwork in progress and/or completed since last report: N i e l s o n s I n c ^ p l a c e d f i l l i n n o r t h e a s t s e c t i o n of

c e n t r a l c e l l . No_compact ion was p e r f o r m e d .


Sampling and/or testing performed: P^^* o™^'^ s a m p l i n g f o r one g r a d a t i o n / A t t e r b e r g t e s t (E l i n e )

and one p r o c t o r .

Conformance of earthwork materials, operations and/or test results to project requirements: n / a

Person/persons notified of nonconformance to project requirements: n / a



Tech./Eng'r time on project today: ^ h o u r s

Time and date for next visit: 09/24/91

Copies: Client (3) Field Copy (1) Billing (l)"~7sr


J ' Reviewed By /

004366



FIELD REPORT


Client Uni t ed N u c l e a r C o r p o r a t i o n




Earthworlc Subcontractor

Job No. „.

Invoice No.

Report No.

3141K062

31410925

Date 1 0 / 0 2 / 9 1 _

ReportBy H. Kuebler/WT Date 0 9 / 2 4 / 9 1

Superintendent Bruce B e r r y ^ __

Superintendent _ _

Earthwork in progress and/or completed since last report: N i e l s e n s I n c . p r o c e s s _ e d _ s o i l _ c o v e r raster i a l n o r t h

of e v a p o r a t i o n ponds__and r e g r a d e d t a i l i n g s s u r f a c e be tween 1-33 and 1 -34 . No

compac t ion j e f f o r t o c c u r r e d i n e i t h e r a r e a , h^pweyer^JJi s t a t e d b o t h a r e a s w i l l

need compact:ion t e s t s t omor row. _ _,_ ,. . „ ^_


Sampling and/or testing performed: Two g r a d a t i o n / A t t e r b e r g ^ t e s t s and_^p_ne_unit w e i g h t on bor row

,_ , p i t /fZ. . i i l L j u a t e r i a l s . . -— —

Conformance of earthwork materials, operations and/or test results to project requirements: „ _ n / j r


Nonconformance corrected: I L ' A .

Instructions or information received/from: Ed Mora l e s r e q u e s t e d u n i t w e i g h t a n ^ j r a d a t i o n / M t e r b e r ^

t e s t s be pe r fo rmed on o l d Churc_h_^ock f i l l and g r a d a t i o n / A t t e r b e r g t e s t on m i l l _

s i t e f i l l , b o t h b e i n g p l a c e d i n bo r row p i t J ^ Z .

Tech./Eng'r time on project today: 8 h o u r s _ _


C o p i e s : C l i e n t (3) F i e l d Copy (1) B i l l i n g (1) / s r

No. of visits today: J-

Reviewed By /

004367



FIELD REPORT






Earthwork Subcontractor

3141K062_

31410925

Job No ^

Invoice No.

Report No. _.__ __ Date ^9J^^/JL

Report By H. Kuebler/WT Date P9/„25/91

Superintendent B ruce B e r r y

Superintendent ^___

Earthwork in progress and/or completed since last report: N i e l s o n s I n c . compacted s o i l c o v e r m a t e r i a l a long

g r i d l i n e 2 0 , n o r t h of e v a p o r a t i o n p^nds and be tween g r i d l i n e s D and E. Regraded

t a i l i n g s s u r f a c e b e t w e e n 1-33 and 1-34 was a l s o c o m p a c t e d .


Sampling and/or testing performed: Twenty one c o m p a c t i o n t e s t s , one g r a d a t i o n / A t t e r b e r g t e s t :

and a one p o i n t p r o c t o r were p e r f o r m e d .



Nonconformance corrected: ^'^

Instructions or information received/from: ^ o ^ i p a c t i o n t e s t r e s u l t s w i l l be c o m p l e t e d on 0 9 / 2 6 / 9 1 ,

Tech./Eng'rt imeon project today:

Time and date for next visit:

10 h o u r s No. of visits today:

0 9 / 2 6 / 9 1

C o p i e s : . C l i e n t (3) F i e l d Copy (1) B i l l i n g (1) / s r

{) <' Reviewed By /

004368

WESHTERN 400 South Lorena Avenue T E C H N O L O G I E S Farmington, New Mexico 87401 11^^ . (505) 327-4966

FIELD R E P O R T


JobNo. ._ 3141K062

Client U n i t e d N u c l e a r C o r p o r a t i o n Invoice No. ^^^^'^^A^^

Project ^991 R e c l a m a t i o n T e s t i n g ReportNo. „.. Date ^°/^l(^L

Location Church Rock, New Mexico _ ___,_ Report By ^V K ^ ^ ^ ^ ^ L ^ ^ l . Date °^^^

Prime Contractor N i e l s o n s I n c . Superintendent _ 1 ^ _ ^ ? J . f l ' ^ ?

Earthworlc Subcontractor Superintendent

r - _ t u i - J/ l i j - i * -1. N i e l s o n s I n c . p r o c e s s e d and compacted E t o F l i n Earthwork in progress and/or completed since last report: i.iJ-<=-i-ouiio j . . ^ K

on s o i l c o v e r e l e v a t i o n .

Unexpected site conditions: '^^'^^

Sampling and/or testing performed: . .Twelve c o m p a c t i o n t e s t s w^re p^rfo_rmed^_

Conformance of earthwork materials, operations and/or test results to project requirements: Compact i o n _ r e s u 11s

w i l l be known tomorrow ( 0 9 / 2 7 / 9 1 ) . _ _..



Instructions or information received/from:

Tech./Eng'r time on project today: hou rs No. of visits today: _

DQ / '^7 / Q l Time and date for next visit: '/- ' ^

C o p i e s : C l i e n t ( 3 ) F i e l d Copy (1) B i l l i n g (1) / s r

i / '' Reviewed By /

004369

WESTERN 400 South Lorena Avenue TECHNOLOGIES Farmmgton, New Mexico 87401 IIIQ (505) 327-4966

FIELD REPORT


3141K062 Job No. Client ^^..i^'lilsA. N u c l e a r C o r p o r a t i o n invoirsNo. 31410925

Project 1991 R e c l a m a t i o n T e s t i n g Report No. . n;,tP 1 0 / 0 2 / 9 1

Location Church Rock, N e w j t e c i c o ^ Report By H- Kuebler/WT pate 0 9 / 2 7 / 9 1

Prime Contractor ^ N i e l s e n s I n c . Superintendent B ^ c e B e r r y

Earthworl< Subcontractor Superintendent

Earthworl< in progress and/or completed since last rppnrt- N i e l s o n s I n c . p r o c e s s e d and compacted be tween

F and G l i n e s and p r o c e s s e d be tween G and H l i n e s .

Unexpected site conditions: B°^ . ^

Sampling and/or testing performed: Per fo rmed e l e v e n c o m p a c t i o n t e s t s and f o u r r e t e s t s .


Person/persons notified of nonconformance to project requirements: B ruce B e r r y of N i e l s o n s I n c . was

n o t i f l e d of f o u r l o c a t i o n s t h a t had f a i l e d on E l i n e s o i l c o v e r m a t e r i a l .


Instructions or information received/from: T e s t r e s u l t s w i l l be c o m p l e t e d on Monday ( 0 9 / 3 0 / 9 1 ) .

Tech./Eng' r time on project today: .9 . h o u r s No. of visits today: L

Time and date for next visit: _„ Q9/30/91 _ _ _ ^


(/ I Reviewed By '

004370

United Nuclear Corpu.ation INTERIM RECLAMATION - 1991

TYFH OF DATE TEST

Oy/30 Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Proctor ASTM D698A


Retest Sandcone

Retest Sandcone



10/01 Sandcone

Sandcone

GRID

I--40

F-jy

F'38

F--37

F-36

F-35

F-34

F-34

F-34

F-33

F-31

F-31

F-37

G-29

G-30

N

71870

71940

72080

72080

72150

72220

72380

72380

72380

72330

72610

72610

72030

72620

72550

E

57270

57370

57500

57500

57560

57620

57680

57680

57680

57750

57820

57820

S7440

58100

58050

Test Summary for Week

F.1.EV. MATERIAL

6954.3 TSC/SC

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6952.8

6951.6

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

of 09/30 - 10,

DENSITY Ib/Ft.l

112,4

107.5

108.3

114.2

115.2

116.5

112.6

113.5

-

117.6

114,2

-

-

113.2

109.1

/03

MOISTURE \

14,9

13.3

15.7

14.8

15.1

14.9

15.8

14.0

-

14.9

15.1

-

-

14.8

15.2

Page 1 of 6

REUTIVH COMPACT. %

99

95

95

100

100

100

99

-

-

100

100

-

-

100

96

uses

SOIL CL.

CL

CI.

CL

CL

a.

CL

CL

CL

CL

CL

CL

CL

CL

CI.-ML

CL-MI,

WITHIN SPECIFICATIONS?

Yes

Yes

Yes

Yes

Yes

Yes

Yes

n/a

Yes

Yes

Yes

Yes

Yes

Yes

Yes

TSC=Top of soil cover SC=South Cell F^Failing specification P^Passing specification Elevations are given in feet above mean sea level

004371

DATl-TYPE OF TEST GRID

10/01 Proctor ASTM D698A G-30 72550 58050

United Nuclear Cor INTERIM RECIJy*\TIC

Test Summary for Week of

H.EV, MATERIAL

Ttion 1991

09/30 - 10/03

DENSITY MOISTURE lb/Ft,l %

Page 2 of 6

RELATIVE COMPACT, i

uses SOIL CL.

6951.6 TSC/SC 113.4 14.0 CI.-ML

WITHIN

n/a


Sandcone

Sandcone


Sandcone

Sandcone


Sandcone

Proctor ASTM D698A


Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

G-30

G-31

G-32

G-32

G-33

G-34

G-35

Q-7

Q-7

Q-7

Q'-6.5

Q-6

Q-5

Q-4

R-7

R-6

R'5

P-3

72550

72460

72380

72380

72310

72300

72170

73700

73700

73700

73750

73780

73840

73930

73660

73730

73730

74080

58050

57960

57890

57890

57820

57750

57640

60250

60250

60250

60250

60270

60380

60450

60330

60400

60450

60450

6951.6

6951.0

6951.0

6951.0

6951.0

6951.0

6951.0

6980.7

6980.7

6980.7

6980.7

6980.7

6980.6

6980.8

6981.0

6981.0

6981.0

6980.4

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

-

112.4

112.6

-

113.4

118.2

-

111.7

112,3

-

113.1

101.5

105.4

100.7

117.4

112.2

108,1

108.9

-

15.6

14.7

-

14.2

14.0

-

15.1

13.8

-

13.0

10.1

16,6

10.8

3.6

15.7

14.8

13.9

F

F

F

F

F

-

99

99

-

100

100+

-

99

-

-

100

90 F

94 F

90 F

100

100

96

97

CL-ML

CL

CI.

CL-MI.

CL-ML

CL-Ml-

CL

a

CL

CL

CL

CL

a

a

CL-ML

CL-ML

CL-ML

CL-MI.

Yes

Yes

Yes

Yes

Yes

Yes

n/a

Yes

No

No

No

No

No

Yes

Yes

Yes

CC=Central Cell SC=South Cell TSC=Top of soil cover F=Failing specification P=Passing specification Elevations are given in feet above mean sea level

004372

United Nuclear Corj. jtion INTERIM REC1J\MATI0N - 1991


TVPb OF DATE TEST

10/01 Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Proctor ASTM D698A


Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

10/02 Sandcone

Sandcone

Proctor (1 ASTM D698

Retest Sandcone


Retest Sandcone

GRID

P-4

P-5

P-6

P-7

N-6.75

N-6.75

N-6.75

N-5.75

0-17

0-16

0-15

0-14

0-3

H-31

H-30

Point) H-30

R-7

R-7

Q-6.5

N

74000

73930

73830

73770

73930

73930

73930

74000

73830

73910

73990

74060

72020

72410

72430

72430

73660

73660

73750

E

60360

60300

60250

60190

60150

60150

60150

60220

60100

60170

60220

60300

60S70

58100

58110

58110

60330

60330

60250

ELEV.

6980,4

6979.9

6980,3

6980,3

6979.5

6979,5

6979.5

6979.0

6980,5

6979,9

6979.3

6979.7

6980.1

6951.0

6952.3

6952.3

6981.0

6981,0

6980.7

MATERIAL

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/SC

TSC/SC

TSC/CC

TSC/CC

TSC/CC

CC=Central Cell SC=South Cell TSC=Top of soil cover F=Failing specification P=l'assing specification Elevations are given in feet above mean sea level

DENSITY lb/Ft.1

104,9

105,1

108.5

110.0

104.1

113.8

109.2

105.6

109.5

112.4

97.1

111.1

107.8

108.1

113.4

109.3

115.6

MO I s n IRE %

12.0

14.7

14.2

14.2

17.3 F

13.6

15.3

RELATIVE COMPACT. %

93 F

94 F

97

98

92 F

uses WITHIN SOIL CI,, SPECIFICATIONS?

15,1 F

13,5 F

11.7 F

12.3 F

11.9

14.0

14.8

14,4

14.0

16,8 F

96

93 F

96

99

85 F

98

95

95

-

97

100

CL-Ml.

CL~MI.

CL-Ml,

CL-ML

CL-fC

CL-ML

CL-MI.

CL-ML

a-NC

CL-ML

a-MI.

CL-MI.

CL-NC

CL-ML

a-ML

ci.-r-n.

CL

CL

CL

No

No

Yes

Yes

No

n/a

Yes

No

No

No

No

No

Yes

Yes

Yes

n/a

No

Yes

004373

o tlnited Nuclear Cori ition INTERIM RECLAMATION - 1991


TYFE Of-DATE TEST

10/02 Retest Sandcoiie

GRID

N'5.75

N

74000

10/03 Sandcone Calibration

Retest Sandcone

Proctor (1 ASTM D698A

Retest Sandcone


Retest Sandcone


Retest Sandcone

Sandcone

Sandcone


Sandcone



0-6

Point) 0-6

0-7

0-7

Q-5

Q-6

R-7

C-29

F-29

F-29

H-29

H-29

H-31

73910

73910

73830

73830

73840

73780

73660

72990

72700

72700

72570

72S70

72410

E

60220

60170

60170

60100

60100

60380

60270

60330

57800

58030

58030

58200

58200

58100

ELEV.

6979.0

6979,5

6979.5

6980.3

6980.3

6980.6

6980.7

6981.0

6953.8

6953.0

6953.0

6953.6

6953.6

6951.0

MATERIAL

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

TSC/SC

CC=Central Cell SC=South Cell TSC=Top of soil cover Hl{S=Haul Road Surface l"=Failing specification P=Passing specification Elevations are given in feet above mean sea level

DENSITY MOISTURE RELATIVE Ib/Ft.l % COMPACT. %

111.2

116.8

112.3

112.0

117.6

l i s . 7

107.2

111.7

117.7

14.5

14.4

12.1

15.7

14.6

14.4

14.8

14.2

14.0

98

100

98

100

100

95

99

100

uses SOIL CL.

CL-MI,

CL-ML

CL-MI

CE

CL

CL

CL-MI.

CL

CL-ML

CL

CL

CL-NU.

CL-MI.


Yes

Yes

n/a

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

004374

United Nuclear Corpo»ation INTERIM RECLAMATION - 1991


DATE

10/03

nPE OF TEST

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

GRID

Haul

Haul

Haul

Haul

Haul

Haul

Haul

Haul

Haul

N

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

Road-Sta.

E

32+00

34+00

36+00

38+00

22+00

24+00

26+00

28+00

30+00

ELEV.

6955.0

6955.0

6955.0

6955.0

6955.0

6955.0

6955.0

6955.0

6955.0

MATERIAL

HRS

HRS

irns

HRS

HRS

HRS

HRS

HRS

IKS

DENSITY Ib/Ft.l

106.5

100.1

104.1

107.1

108.9

106.6

107.1

107.3

107.0

MOISTURE RELATIVE uses WITHIN COMPAa. % SOIL CL, SPECIFICATIONS?

7.1

8.6

7.2

9.3

7.4

7.5

4.2

7.2

6.7

94

89

92

95

96

94

95

95

95

F

F

F

CL

CL

CL

CL

CL

CL

CL

CL

CL

No

No

No

Yes

Yes

No

Yes

Yes

Yes

HRS=Haul Road Surface E=Failing specification P=Passing specification Elevations are given in feet above mean sea level

004375

^ n

WESTERN 400 South Lorena Avenue TECHNOLOGIES Farmmgton, New Mexico 87401 IIIQ (505) 327-4966

FIELD REPORT


Job No. 3141K062 ^

Client Un i t ed Nuc lea r C o r p o r a t i o n Invoice No. 5ii'^li?.?.25

Project 1991 R e c l a m a t i o n T e s t i n g _ ReportNo. _ Date y / 0 1 / 9 1 ^

Location Church Rock, New Mexico Report By _.„M.. Kuebler/WT Pate 1 0 / 0 1 / 9 1

Prime Contractor N i e l s o n s I n c . Superintendent Bruce B e r r y

Earthwork Subcontractor Superintendent

Earthwork in progress and/or completed since last report: N i e l s o n s I n c . compacted t h e NE s e c t i o n of

c e n t r a l c e l l and g r i d l i n e G on s o u t h c e l l .

Unexpected site conditions: non e

Sampling and/or testing performed: Pe r fo rmed 26 f i e l d d e n s i t y t e s t s , t h r e e p r o c t o r s , and f i v e

g r a d a t i o n / A t t e r b e r g t e s t s . __ • ,

Conformance of earthwork materials, operations and/or test results to project requirements: G. l i n e met j o b

s p e c i f i c a t i o n s .

Person/persons notified of nonconformance to project requirements: _.._^E s e c t i o n of c e n t r a l c e l l f a i l e d .

Nonconformance corrected: N i e l s o n s .15 .r reworked f a i l i n g a r e a s .


Tech./Eng'r time on project today: Lead t e c h - 1 1 . 5 h o u r s , A d d ' l t e c h - 1 1 . 5 _ No. of visits today: {^



1/ ^ Reviewed By'

004376

WESTERN 400 South Lorena Avenue TECHNOLOGIES Farmmgton, New Mexico 87401 IIIQ . (505) 327-4966

FIELD REPORT


Job No. ^^ 3141K062 _^^

Client U n i t e d N u c l e a r C o r p o r a t i o n Invoice No. 3J.^1P?_25

Project 1-991 Rec l ama t ion T e s t i n g __ ReportNo. Date L*^/2^/91

Location Church Rock, New Mexico Report By ^- Kuebler/WT Date i P / 0 2 / 9 L

Prime Contractor N i e l s o n s l n c . _ Superintendent Bruce B e r r y


Earthwork in progress and/or completed since last report: ^ i e l s o n s I n c . f i n e g r a d e d "H" l i n e on s o u t h _

c e l l .


M ..- . - — ^ -^ - -

T"'' Sampling and/or testing performed: f i f t e e n compac t ion t e s t s _ a n d a one p o i n t p r o c t o r were per formed

t o d a y .

Conformance of earthwork materials, operations and/or test results to project requirements: Gr id l i n e H met j o b

s p e c i f i c a t i o n s .

Person/persons notified of nonconformance to project requirements: N i e l s o n s I n c . was n o t i f i e d of a r e a s i n

n o r t h e a s t s e c t i o n of c e n t r a l c e l l which f a i l e d due t o h i g h m o i s t u r e .

Nonconformance corrected: i c § _

Instructions or information received/from: ^."T w i l l r e t e s t _f a i l i n g a r e a s on 1 0 / 0 3 / 9 1 .

Tech./Eng'r time on project today: S* G . / l l h r s . H . K . / l l h r s . No. of visits today: ^


o p i e s : C l i e n t (3) F i e l d Copy (1) B i l l i n g (1) /mja

^ ' Reviewed By

004377

W E S T E R N 400 South Lorena Avenue T E C H N O L O G I E S Farmlngton, New Mexico 87401 I I I Q (505) 327-4966

FIELD REPORT

R E V I E W O F E A R T H W O R K CONSTRUCTION

J Ob No 3141K06 2

Client U n i t e d N u c l e a r C o r p o r a t i o n invoice No. 31410925

Project 1991 R e c l a m a t i o n T e s t i n g RgportNo. _ Date- 1 9 / 1 1 / i L

Location Church Rock, New Mexico ReportByH. Kuebler /WT Date 1 0 / 0 3 / 9 1

Prime Contractor N i e l s o n s l n c . Superintendent B ruce B e r r y


Earthwork in progress and/or completed since last report: Nies lons I n c . f ine graded the south c e l l s i t e .

and shaped contours a t l i n e 29 to meet s p e c i f i c a t i o n s .

Unexpected site conditions: PPiie

Sampling and/or testing performed: Sixteen compaction t e s t s , one sandcone c a l i b r a t i o n , one

g r a d a t i o n / a t t e r b e r g t e s t .

Conformance of earthwork materials, operations and/or test results to project requirements: C o m p a c t i o n t e s t s on

g r i d l i n e " 2 9 " met s p e c i f i c a t i o n s .

Person/persons notified of nonconformance to project requirements: N i e l s o n s I n c . was n o t i f i e d o f

failing areas.


Instructions or information received/from: Bruce Berry /Nie lsons Inc . was informed of f a i l i n g

t e s t s on Haul Road.

Tech./Eng'r time on project today: S. G . / I O h r s . J l ^ K . / l l h r s . No. of visits today: L

Time and date for next visit: . _

Copies: Client (3) Field Copy (1) Billing (1) /mja

(/ V Reviewed By 0

004378

United Nuclear Corp :ion INTERIM RECLAMATION - 1991


TYPE OF DATE TEST

10/07 Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

GRID N

Proctor (I ASTM D698A

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

P/Q'7 73750 60230

Q-4 73950 60430

P-6 73850 60250

1-33.5 72150 57950

1-34 72110 57910

Point) 1-34 72110 57910

Haul Road-Sta, 32+00


Haul Road-Sta. 36+00




ELEV.

6980.7

6980.8

6980.3

6961.0

6961.0

6955.0

MATERIAL

TSC/CC

TSC/CC

TSC/CC

TSC/SC

TSC/SC

6961,0 TSC/SC

HRS

DENSITY Ib/Ft.l

115,2

113,7

110,4

108.1

110.0

113,3

110.1

MOISTURE \

14.2

14,4

15,9

14.6

15,9

14,0

11-7

REIATIVE uses WITHIN COMPACT. % SOIL CL. SPECIFICATIONS?

100

100

98

95

97

97

6955.0

6955.0

6955.0

6955.0

6955.0

HRS

HRS

HRS

HRS

HRS

109.2

109.5

108.7

115.9

110,8

10.4

9.1

8.9

8.4

9.2

97

97

96

100

98

a-Mi.

CL-ML

CL-ML

CL-ML

CL-ML

CL-ML

CL

CL

a

a

a

CL

Yes

Yes

Yes

Yes

Yes

n/a

Yes

Yes

Yes

Yes

Yes

Yes

CC=Central Cell SC=South Cell TSC=Top of soil cover HRS=Haul Road Surface F=Failing specification P=Passing specification Elevations are given in feet above mean sea level

004379



FIELD REPORT







Job No. 3141K062

Invoice No. _ ^ 1 4 1 0 9 7 3

Report No. .. __ Date ^-AllQA/91

Report ByH..Kuebl.er/WT_„ Date AQIMJM,


. Superintendent

Earthwork in progress and/or completed since last report: N i e l s o n s I n c . r eworked Haul Road and NE s e c t i o n

of c e n t r a l c e l l .


Sampling and/or testing performed: J ^ ° 5 P a c t i o n t e s t s on Haul Road, I l i n e of South C e l l and on

NE s e c t i o n of c e n t r a l c e l l .

Conformance of earthwork materials, operations and/or test results to project requirements: Compac t ion t e s t s t o d a y met

s p e c i f i c a t i o n s . _ .


Nonconformance corrected: " ' ^

Instructions or information received/from: _J}9" -5

Tech ./Eng' r time on project today:


8 hours

Copies: Client(3) Billing. (1) /sr

No. of visits today: L

(/ I Reviewed By a

004380


400 South Lorena Avenue Farmmgton, New Mexico 87401 (505) 327-4966

FIELD REPORT

R E V I E W O F E A R T H W O R K C O N S T R U C T I O N

Client , United Nuclear Corporat ion

Project 1991 Reclamation Test ing

Location Church Rock, New Mexic^o



Job No. „„.

Invoice No.

3141K062

31410973

Report No. Date 11/06/91

^ Report By „. J-^Ku^ebler^/WToatg J . 0 / 0 8 / 9 1

._ Superintendent B r u c e B e r r y

_ Superintendent

Earthwork in progress and/or completed since last report: ^ ^ i f l s o n s I n c . d e c o n t a m i n a t e d equ ipmen t by

washing jwithjwat^r_.

Unexperted site conditions: none

Sampling and/or testing performed: Western Technologies worked on l a b o r a t o r y t e s t i n g , g r ada t i on

and At te rberg t e s t i n g . ^

Conformance of earthwork materials, operations and/or test results to project requirements: " ' ^

Person/persons notified of nonconformance to project requirements: n/a

Nonconformance corrected: nZ,a.

Instructions or information received/from: ?P?.^

Tech./Eng'r time on project today: 8 h o u r s



Copies: C l i en t (3)" Bil l ing (1) / s r

0 ' Reviewed By 9

004381



FIELD REPORT


J






J ob No. 3141K062

Invoice No. lL^ iP9Z3

. Report No. DateJ-iV06/91_

Report By H. Kuebler /WT Date 1 0 / 0 9 / 9 1

Superintendent B r u c e B e r r y

Superintendent ^_____

Earthwork in progress and/or completed since last report: _ N i e l s o n s I n c . c o m p l e t e d c l e a n i n g e q u i p m e n t . Th i s

was N i e l s o n s l a s t day on s i t e . _

Unexpected site conditions; i^one

Sampling and/or testing performed: _J :^?s te rn T e c h n o l o g i e s c o n t i n u e d on s i t e l a b o r a t o r y t e s t i n g .


Person/persons notified of nonconformance to project requirements: n/_a

Nonconformance corrected; lU.3^

Instructions or information received/from: B°^^^

Tech./Eng'rtimeon projecttoday: 8 h o u r s

Time and date for next visit: 10/1.0/91

Copies: Client (3) Billing (1) /sr

No. of visits today: L

V ' Reviewed By '

004382

WESTBtN TECHNOLOGIES INC.


FIELD REPORT


Job No. 3141K062

Client _ United Nuclear Corporat ion

Project 1991 Reclamation Test ing

Location Church Rock,_iJew Mexico



Invoice No.

Report No.

J1410973

DateJJ/Q6/9L

Report By H. Kueb le r /WT_ Date LQ/U)/91._

Superintendent B ruce B e r r y ^

Superintendent

Earthwork In progress and/or completed since last report: ^^^9^^^°^^ i n p r o g r e s s .

Unexpected site conditions: Ho^s

Sampling and/or testing performed: J ^ b o r a t o r y w o r k b e i n g c o m p l e t e d .

Conformance of earthwork materials, operations and/or test results to project requirements: n/a_

Person/persons notified of nonconformance to project requirements: HZ^_

Nonconformance corrected: '^/B.

Instructions or information received/from; Ed Morales reques ted p e r m e a b i l i t i e s be performed on t h r e e

g r id p o i n t s on south c e l l .

Tech./Eng'rtimeon projecttoday: r ^9^.^?_

Time and date for next visit: L ^ / A l / ^ ^ .

Copies: Client (3) Billing (1) /sr

No. of visits today: :_

y U Reviewed By '

004383

WESTERN 400 South Lorena Avenue TECHNOLOGIES Farmlngton, New Mexico 87401 IIIQ (505) 327-4966

FIELD REPORT


Job NO. 3141K062

Client U n i t e d N u c l e a r C o r p o r a t i o n Invoice No. 31410973

Project 1991 R e c l a m a t i o n T e s t i n g Report No. D a t e _ i i Z ° ^ Z l l

Location CJiui;ch J l o c k , New Mexico Report By H. Kuebler/WT natt* 1 0 / 1 1 / 9 1

Prime Contractor _ N i e l s o n s I n c . _ _ _ Superintendent Bruce B e r r y

Earthwork Subcontractor _ Superintendent

Earthwork in progress and/or completed since last report: _No w o r k i n p r o g r e s s .

Unexpected site conditions: 3Qne

Sampling and/or testing performed: . Qn s i t e l a b o r a t o r y work c o m p l e t e d .



Nonconformance corrected: ^/^

Instructions or information received/from: Wes te rn T e c h n o l o g i e s c o m p l e t e d o n - s i t e work , t o d a y was

l a s t day on s i t e .

Tech . /Eng' r time on project today: ° ^°"'£^? . No. of visits today:

Time and date for next visit: ' ^ ' ^ _^

C o p i e s : C l i e n t : (3) B i l l i n g (1) / s r

U I Reviewed By «

004384

004385

'?o.Aos - (lex^T«.Av. deuu

004386

004387

APPENDIX B

SOIL COVER TEST RESULTS NORTH OF EVAPORATION PONDS


004388

CENTRAL CET.T. TNTKRTM RECLAMATIQN-1991

NORTH OF EVAPORATION PONDS

Top of Soil Cover

Sandcone Field Density Tests

Gradation/Atterberg Tests

Proctor Tests

004389

I

SQii CQVCT MATERIAL

(North of Evaporation Ponds in Central Cell)

A soil cover material layer (1' thick) was placed on areas of

tailing materials. Soil cover material was obtained from the

Haul Road Embankment. Soil ranged from sandy silty clay

(CL-ML) to sandy lean clay (CL). Four gradation and atterberg

tests were taken from north of the Evaporation Ponds.

Nielsons Inc. used a rome plow (large disc) to process water

into the soil. A sheepfoot compactor was used to knead the

soil and a pneumatic roller was used to further compact and

seal the soil cover surface. Nielsons Inc. placed the entire

12 inch lift to prevent contaminating soil cover material from

underlying tailings material.

Seven field density tests were performed on material from north

of the Evaporation Ponds. All test locations met job

specifications. One proctor test was performed during North of

Evaporation Ponds soil cover placement.

UNC verified, using surveying methods, that at least one foot

of soil cover material had been placed on tailing materials.

® 004390

004391

United Nuclear Corporation CENTRAL CELL INTERIM RECLAMATION - 1991

North of Evaporation Pond

Final Test Summary

Sandcone Field Density Tests Top of Soil Cover

Page 1 of 1

DATE

09/25

TYPE OF TEST

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

GRID

B-20+65

C-20+65

D-20+65

E-20+65

F-20+65

G'20+30

H-20+30

N

73620

73550

73500

73410

73350

73340

73280

E

58250

58250

58410

58500

58550

58650

58720

ELEV.

6964.2

6963.9

6963.7

6963.4

6963.1

6962.9

6962.6

MATERIAL

TSC

TSC

TSC

TSC

TSC

TSC

TSC

DENSITY lb/Ft,l

111,3

107.2

106.9

106.8

110.7

116.4

111.6

MOISTURE %

16.4

16.8

16.7

16.1

16.7

15.9

15.9

RELATIVE COMPACT, i

100

97

96

96

100

100

100

uses SOIL CL.

a CL

CL

a

a

a a


Yes

Yes

Yes

Yes

Yes

Yes

Yes

F=Failing specification P=Passing specification Elevations are given in feet above mean sea level

004392

Client


400 South Lorena Avenue Farmington, New Mexico 87401 (505) 327-4966 • fax 327-5293

UABORATORY REPORT

Page 1 of 3

Project

Location

Type of Material

Source of Material

S O I L / A G G R E G A T E F IELD D E N S I T Y TESTS

U n i t e d N u c l e a r C o r p o r a t i o n A t t n : Mr. Ed M o r a l e s P . O . Drawer QQ G a l l u p , NM 87301

1991 R e c l a m a t i o n T e s t i n g

Church Rock, New Mexico ^ ^ •, , Top of Sandy l e a n c l a y - S o x l Cover On s i t e

30992 Job No.

Lab/Invoice No.

Date

3141K062

31410925

10/02/91

Reviewed By

Authorized By _? .«_^o? [? l e s /C l i en t

Tested/Calc. By ^- Kuebler /WT

Date 0 9 / 2 5 / 9 1

Moisture/Density Relationship ASTM D698 Meth. A- .._ Test Locations Designated By . ? • Kueb le r /WT

•

Test No.

3 4 5 6 7 8 9

Test No.

3 4 5 6 7 8 9

Date

0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1 0 9 / 2 5 / 9 1

Moisture Density U b N o .

Ljocation of Test Hok

73260N & 58250E (B-20+65) 73550N & 58250E (C-20-1-65) 73500N & 58410E (D-2a f65) 73410N & 58500E (E-20-1-65) 73350N & 58550E (F-20+65) 73340N & 58650E (G-20-(-30) 73280N & 58720E (H-20-1-30)

Optimum Moistuic

%

1 5 . 8 15 .8 15 .8 15 .8 15 .8 15 .8 1 5 . 8

Max. Dry Density

pc«

111.1 111 .1 111 .1 111.1 111.1 111 .1 111 .1

In-Place Characteristics

Moisture

%

16 .4 1 6 . 8 1 6 . 7 1 6 . 1 1 6 . 7 1 5 . 9 1 5 . 9

Dry Density PC*

111 .3 107 .2 106 .9 106 .8 110 .7 116 .4 111 .6

Relative Compaction

%

100+ 97 96 96

100 100+ 100+

.

Within Specs.

?

Yes Yes Yes Yes Yes Yes Yes

Comments *

1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 -10 -13 -14 -18

Elevation o« Test

Datum t

6 9 6 4 . 2 * 6 9 6 3 . 9 * 6 9 6 3 . 7 * 6 9 6 3 . 4 * 6 9 6 3 . 1 * 6 9 6 2 . 9 * 6962 .6*

' Comments 1. Subgrade 2. Subbase Fill 3. Base Course 4. Backfill 5. Pavement Area 6. Below Footing Bottom 7. Above Footing Bottom

8.100% min req'd. 14 9.98%min.reqd. 15

10. 95%min. reqd. 16 11. 90% mm. req'd. 17 12. 85% mm. req'd. i3.raoisture is

c o n t e n t o p t . t o +2% of o p t

Tested D-15S6//®XSffl5ffiSiX Tested ASTM D-2922/D-3017 Tested ASTM D-2922/AASHTO T-217 Rocl( correction applied to maximum dry density. AASHTOT-224

n,Har ASTM D2216

19. Test Locations on Accompanying Site Plan 20. specifications Unlinotyn

t Datum Sea L e v e l

Copies to: C l i e n t (3) F i e l d Copy (1) B i l l i n g (1) / s r

Note: Tests reported herein are not part of a continuous monitoring program of compaction operations and accordingly apply only to the actual location tested.

*Note: Elevations represent Top of Soil Cover.

004393

r • I, I

( k i t e d Hiiclear Corporttlon CEtmU. CELl INTERIM flEOWMATION - 1991

North of Evaf>ocmtioti Pond

Fiiwl Test Suwaary

Grtdation/AtterbcTf Tests Top of S o i l Covet

Page 1 of 1

MIE

09/2S

TYPE OF TEST GRID

Gradation/ Atterterg E-20

Cradation/ Atterterg H-20

GradElion/ Atterberg B-20

Gradation/ Atterberg F-20

N

73-110

73280

73620

733S0

B

sssoo

S8720

5»250

SES50

ELEV.

6963.4

6962.6

6964.1

6965.1

mTEPlAL

TSC

TSC

TSC

TSC

DBtSITV M9ISTURH JRATIVE USCS WTOIK

ib/Ft.l i cowxa. I soiLg. SFFCIFICATWS?

a

a

a w .

a

res

Yes

Yes

Vcs

Elccitions are given in feet above mean sea l»v;l

004394


North of Evaporation Pond

Final Test Summary

Proctor Tests Top of Soil Cover

Page 1 of 1

TVPE OF DATE TEST GRID

09/20 Proctor ASTM D698A E'20 73350 58650

ELEV.

6963.4

MATERIAL

TSC

DENSITY MOISTURE REUTIVE IJSCS WITHIN Ib/Ft.l % COMPACT. % SOIL CL. SPECIFICATIONS?

111.1 15.8 a n/a

Elevations are given in feet above mean sea level

004395


400 South Lorena Avenue Farmington, New Mexico 87401 (505) 327-4966 • fax 327-5293 LABORATORY

REPORT

Client: United Nuclear Corporation

Post Office Drawer QQ

Gallup, New Mexico 87301

Job No. 3141K062

Invoice No. 31410844

Date of Report 09/24/91

Reviewed by<^<U CI uw

Project:_

Location:

1991 Reclamation Testlnp.

Church Rock. New Mexico Sampled by H. Kuebler/WT Date 09/20/91

Material: Sandy lean clay

Description: Top of Soil Cover

Source of Material: 73350N & 58650B (B-20> Blevatlon 6963.4

Submitted by H. Kuebler/WT Date 09/20/91

Authorized by B. Horalea/UNC Date 09/20/91

SIEVE ANALYSIS. ASTH C136 & C117 Plasticity Index. ASTM D4318

Sieve

Size

1-1/2"

^Passing

Accumulative Specs

1"

3/4"

1/2"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

100

98

96

89

70

50

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

31

17

Moisture Density Relations ASTM D698 A

Maximum Dry Density, pcf 111.I

Optimum Moisture Content, % 15.8

Soils Classification ASTM D2487

Group Symbol

Group Uame

CL

Sandy lean clay


004396






LABORATORY REPORT

Job No. 3U1K062



Reviewed by g.. P J y ^ ^ ^ ^

Project:, 1991 Reclamation Teatinp.

Location: Church Rock, New Mexico Sampled by H. Kuebler/WT Date 09/25/91

Material: Sandy lean clay Submitted by H. Kuebler/WT Date 09/25/91

Description: Top of Soil Cover Authorized by B. Moralea/tJNC Date 09/25/91

Source of Material: 73410N & 58500E (E-20) Elevation 6963.4

I SIEVE ANALYSIS. ASTM C136 & C117

Sieve ^Passing

Size Accumulative Specs. Plasticity Index. ASTM D4318

1"

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

100

99

98

94

81

65

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

28

13


Group Symbol

Group Name

CL

Sandy lean clay


004397






LABORATORY REPORT

Job No. 3U1K062

Invoice No. 3U10925


Reviewed by d ^iU6JU4.

Project: 1991 Reclaaatlon Testing

Location: Church Rock. New Mexico Sampled by H. Kuebler/WT

Material: Semdy lean clay Submitted by H. Kuebler/WT

Date 09/25/91

Date 09/25/91

Description: Top of Soil Cover Authorized by B. Morales/UNO Date 09/25/91

Source of Material; 73280N & 58720E (H-20) Elevation 6962.6

I B £9

SIEVE ANALYSTS. ASTM C136 & C117

Sieve ^Passing


3/4" 100 95-100

1/2"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

99

99

98

96

92

77

58

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

32

11


Group Symbol

Group Name

CL

Sandy lean clay

Copies: Client (3) Field Copy (1) Billing (1) /ar

004398






rjVBORATORY REPORT

Job No. 3141K062



Reviewed by Q.fiL'fi^

Project:

Location

1991 Reclamation Teatlnp;

Church Rock, New Mexico Sampled by H. Kuebler/WT Date 09/25/91

Material: Sandy sllty clay Submitted by H. Kuebler/WT Date 09/25/91

Description: Top of Soil Cover Authorized by g. Horalea/UNC Date 09/25/91

Source of Material: 73620N & 58250g (B-20) glevatlon 6964.2

STRVE ANALYSTS. ASTH C136 & C117

Sieve ^Passing


1"

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

100

99

98

94

77

62

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

27


Group Symbol

Group Name

CL-MT.

Sandy allty clay

Copies; Client (3) Field Copy (1) BilllnB (l) /sr

004399

Client:

WESTERN TECHKOLOGIES INC.


Onited Nuclear Corporation



LABORATORY REPORT

Job No. 3141K062



Reviewed by d. B.%^MSUfM

Project:. 1991 Reclamation Testinp;

Location; Church Rock. New Mexico Sampled by H. Kuebler/WT Date 09/25/91


Deacription: Top of Soil Cover Authorized by R. Morales/tfNC Date 09/25/91

Source of Material: 73350N 8e 58550g (F-20) Rlevation 6963.1

pi

SIBVB ANALYSIS. ASTM C136 & C117

Sieve ^Passing

Size Accumulative Specs. Plaaticity Index. ASTM D4318

3/4" 100 95-100

1/2"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

99

99

98

97

94

79

68

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

31

11


Group Symbol

Group Name

CL

Sandy lean clay

J, Copies: Client (3) Field Copy (1) Billing (1) /sr

004400

Hi

H

I

CEHTRAL CELL IHTESIW ^CLM^TlOH-1991

Specific Gravity Test

V St*'-';--

004401

Client:

WESTERN TECHNOLOGIES INC;


United Nuclear Corporation



LABORATORY REPORT

Job No. 3UIK062



Reviewed by ^.fiLlL^

Project: 1991 Reclamation Testing

Location: Church Rock. New Mexico Sampled by H. Kuebler/WT Date See Note

Material; Sandy lean clay Submitted by H. Kuebler/WT Date See Note

Description; See Note Authorized by g. Morales/UNC Date See Note

Source of Material: See Note

Material SoilType Specific Gravity

Soil Cover (Central Cell) CL-ML 2.69

Note: Material for specific gravities was sampled from

compaction test moisture samples. A composite

sample for each soil type encountered was kept.

A total of five specific gravities, three on

regraded tailings surface materials and two on

soil cover material, south and central cells were

performed.

Copies: Client (3) Field Copy (I) Billing (1) /sr

004402

APPENDIX C

004403

APPENDIX C

SOIL COVER TEST RESULTS NORTHEAST PORTION OF CENTRAL CELL


004404

r

rm^Tt^ir rmii iwrmm RECLAMATION-I99I

NORTHEAST PORTION OF CENTRAL CELL

Top of Soil Cover

Sandcone Field Density Tests

Gradation/Atterberg Tests

Proctor Tests

004405

SOIL COVER MATEKIAIf

(Northeast Portion of Central Cell)

A soil cover material layer (1' thick) was placed on areas of

tailing materials. Soil cover material was obtained from

Borrow Pit #2 Stockpile. Soil ranged from sandy silty clay

(CL-ML) to sandy lean clay (CL). Ten gradation and atterberg

tests were taken from the N.E. section of Central Cell.

Nielsons inc. used a rome plow (large disc) to process water

into the soil. A sheepfoot compactor was used to knead the

soil and a pneumatic roller was used to further compact and

seal the soil cover surface. Nielsons Inc. placed the entire

12 inch lift to prevent contaminating soil cover material from

underlying tailings material.

Twenty-three locations were tested for density in the N.E.

section of the Central Cell. Including retests and tests on

finish grade, a total of forty tests were taken on soil cover

for the Northeast portion of the Central cell. All density

tests (or their retests) met job specifications. Three proctor

tests were performed during Northeast Portion of Central Cell

soil cover placement.

UNC verified, using surveying methods, that at least one foot

of soil cover material had been placed on tailing materials.

004406

004407


Northeast Section

Final Test Summary


Page 1 of 3

TYPE OF DATE TEST

10/01 Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

Sandcone

GRID

Q-7

Q~6.5

Q-6

Q"5

Q-4

R-?

R-6

R'5

P'3

P-4

P-5

P-6

P-7

N-6.75

N-5.75

0-7

0-6

0-5

0-4

0-3

N

73700

73750

73780

73840

73930

73660

73730

73730

74080

74000

73930

73830

73770

73930

74000

73830

73910

73990

74060

72020

E

60250

60250

60270

60380

60450

60330

60400

60450

60450

60360

60300

60250

60190

60150

60220

60100

60170

60220

60300

60570

ELEV.

6980.7

6980,7

6980.7

6980.6

6980.8

6981.0

6981.0

6981.0

6980.4

6980.4

6979.9

6980.3

6980.3

6979.5

6979.0

6980.5

6979.9

6979,3

6979.7

6980.1

MATERIAL

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

DENSITY Ib/Ft.l

111.7

113.1

101.5

105.4

100.7

117.4

112.2

108.1

108.9

104.9

105.1

108.5

110.0

104.1

109.2

105.6

109.5

112.4

97.1

111.1

MOISTURE %

15.1

13.0 F

10.1 F

16.6 F

10,8 F

3.6 F

15.7

14.8

13.9

12.0

14.7

14.2

14.2

17.3 F

13.1 F

13.5 F

11.7 F

12.3 F

11.9

14.0

RELATIVE COMPACT, %

99

100

90 F

94 F

90 F

100

100

96

97

93 F

94 F

97

98

92 F

96

93 F

96

99

85 F

98

uses SOIL CL,

a a

a a CL

CL-ML

a-ML

CL-ML

a-ML

CL-ML

CL-ML

CL-ML

a-ML

CL-ML

a-ML

CL-ML

a-ML

CL-ML

a-ML

CL-ML


Yes

No

No

No

No

No

Yes

Yes

Yes

No

No

Yes

Yes

No

No

No

No

No

No

Yes


004408


Northeast Section

Final Test Sununary


Page 2 of 3

TYPE OF DATE TEST GRID ELEV. MATERIAL

DENSITY MOISTURE RELATIVE IJSCS WITHIN Ib/Ft.l t COMPACT. % SOIL CL, SPECIFICATIONS?

No 10/02 Retest

Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

R-7

Q-6.

Q 6

Q-5

Q 4

P-5

P-4

0-7

0-6

0-5

0-4

N-6.

N-5.

5

75

75

73660

73750

73780

73840

73930

73930

74000

73830

73910

73990

74060

73930

74000

60330

60250

60270

60380

60450

60300

60360

60100

60170

60220

60300

60150

60220

6981.0

6980.7

6980.7

6980.6

6980.8

6979.9

6980.3

6980.3

6979.5

6979.0

6979.7

6979.5

6979,0

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

109.3

115.6

117.9

114.2

113.3

111.3

108.1

104.9

105.4

111.1

113.0

109.0

111.2

16.8 F

15.3

14.1

16.5 F

14.0

14.6

15.8

18.3 F

16.4 F

15.8

14.2

15.5

14.5

97

100

100

100

100

99

96

92 F

93 F

98

99

96

98

a

a

a

a

a

a

SC

a

a

a

a

a-ML

a-ML

Yes

Yes

No

Yes

Yes

Yes

No

No

Yes

Yes

Yes

Yes


004409


Northeast Section

Final Test Summary


Page 3 of 3

DATE

10/03

10/07

nPE OF TEST

Retest Sandcone

Retest Sandcone

Retest Sandcone

Retest Sandcone

Sandcone

Sandcone

Sandcone

GRID

0-6

0-7

Q-S

R-7

P/Q-7

Q-4

P-6

N

73910

73830

73840

73660

73730

73950

73850

E

60170

60100

60380

60330

60230

60430

60250

ELEV.

6979.5

6980.3

6980.6

6981.0

6980.7

6980.8

6980.3

MATERIAL

TSC

TSC

TSC

TSC

TSC

TSC

TSC

DENSITY lb/Ft.l

116.8

112.0

117.6

115.7

115.2

113.7

110.4

MOISTURE

14.4

15.7

14.6

14.4

14.2

14.4

13.9

RELATIVE COMPAa. %

100

98

100

100

100

100

98

uses

SOIL CL.

a-ML CL

a

a CL-ML

a-ML

CL-ML


Yes

Yes

Yes

Yes

Yes

Yes

Yes


004410



LABORATORY REPORT

Page 1 of 3

S O I L / A G G R E G A T E F I E L D D E N S I T Y TESTS

Client Un i t ed N u c l e a r C o r p o r a t i o n P .O . Drawer QQ G a l l u p , NM 87301

30992 Job No.

Lab/Invoice No.

Date

3141K062

31410925

1 1 / 0 6 / 9 1

Reviewed By ^ . P ^ ^ ^ Project ^^^^ R e c l a m a t i o n T e s t i n g


Type of Material Sandy l e a n c l a y - S o i l Cover Authorized By ^- M o r a l e s / C l i e n t

Tested/Calc. By ^' Kuebler/WT

A Tocn r>.-=iti«„e n^ci»n=to^ R., H. Kuebler/WT

Date 1 0 / 0 1 / 9 1

Source of Material N a t i v e

Moisture/Density Relationship ASTM D698 jvieth Test Locations Designated By

Test

1 2 3 4 5 6 7 8

Test

1 2 3 4 5 6 7 8

Date

1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1

Moisture Density UbNo.

73700N & 60250E (Q-7) 73750N & 60250E ( 0 - 6 . 73780N & 60270E (Q-6) 7384ON & 60380E (0 -5 ) 73930H & 60450E (Q-4) 73660N & 60330E (R-7) 73730N & 60400E (R-6) 73730N & 60450E (R-5)

Optimum Moisture

%

1 3 . 8 13 .8 13 .8 1 3 . 8 13 .8 13 .8 13 .8 1 3 . 8

Max. Dry Density

Pd

112.3 112.3 112.3 112.3 112.3 112 .3 112.3 112 .3

Location of Test Hole

5)

In-Ptace Characteristics

Moisture

%

1 5 . 1 13 .0 1 0 . 1 16 .6 10 .8

3 . 6 15 .7 14 .8

Dry Density pc<

111 .7 113 .1 101 .5 105.4 100 .7 117 .4 112 .2 108 .1

Relative Compaction

%

99 100

90 94 90

100 100

96

WHhin Specs.

f

Yes No No No No No Yes Yes

Comments '

1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 -10 -13 -14 -18 1 - 1 0 - 1 3 - 1 4 - 1 8 1 -10 -13 -14 -18 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8

Elevation o( Test

Datum t

6980.7='' 6980.7'"' 6980.7 ' ' ' 6980.6' ' ' 6980.8^^' 6981.0 ' ' ' 6981.0 ' ' ' 6981.0^ '

* Comments 1. Subgrade

2. Subbase Fi l l

3. Base Course

4 Backfill 5. Pavement Area

6 Below Footing Bottom 7 Above Footing Bottom

Copies to:

8. 100% mm. req'd. 9. 98% m m . r e q d .

10. 95% mm req d. 11 90% mm req d .

12. 85% m m . r e q d .

n m o i s t u r e o p t . t o +2% o f o p t .

C l i e n t (3 ) B i l l i n g (1) / s r

14

15.

16. 17.

18.

Tested D-1556/XX3ffiSXS» Tested ASTM D-2922/D-3017 Tested ASTM 0-2922/AASHTO T-217 Rock correction applied to maximum dry density. AASHTO T-224

nthpr ASTM D2216

19. Test Locations on Accompanying Site Plan 20. Specifications Unknown


Note: Tests reported herein are not part of a continuous monitoring program of compaction operations and accordingly apply only to the actual location tested

'"'Test elevations represent Top of Soj cover.

004411

Client



L A B O R A T O R Y REPORT

Page 2 of 3


Uni t ed N u c l e a r C o r p o r a t i o n P .O. Drawer QQ G a l l u p , NM 87301

30992 Job No.

Lab/Invoice No.

Date

3I41K062

31410925

11/06/91

Project

Location

Type of Material

Source of Material ^ ^ ^ ^ ^

1991 R e c l a m a t i o n T e s t i n g

Church Rock, New Mexico

Reviewed By Q.- PA«^4UM

Sandy l e a n c l a y - S o i l Cover Authorized By E . M o r a l e s / C l i e n t Date 1 0 / 0 1 / 9 1

Tested/Caic. By S. Gutka/WT & H. Kuebler/WT

Moisture/Density Relationship ^ ^ ™ ° ^ ^ ^ Meth. ^ Test Locations Designated By S . Gutka/WT & H. K u e b l e r / W

No.

9

10 11 12 13 14 15 16

Test

9 10 11 12 13 14 15 16

Date

1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1


Location of Test Hole

74080N & 60450E ( P - 3 ) 74000N & 60360E ( P - 4 ) 73930N & 60300E ( P - 5 ) 73830N & 60250E ( P - 6 ) 73777N & 60190E ( P - 7 ) 73930N & 60150E (N.675) 74000N & 60220E (N.575) 73830N & 60100E ( 0 - 7 )

Optimum Moisture

%

13.8 13.8 13.8 13.8 13.8 13 .8 13 .8 13 .6

M « . Dry Density

PC*

112 .3 112 .3 112.3 112 .3 112 .3 113 .8 113 .8 113 .8


Moisture

%

13 .9 1 2 . 0 14 .7 14 .2 14 .2 1 7 . 3 1 3 . 1 1 3 . 5

Dry Density PC*

108 .9 104 .9 105 .1 108 .5 110 .0 104 .1 109„2 1 0 5 . 6

Relative Compaction

%

97 93 94 97 98 92 96 93

Within Specs.

r

Yes No No Yes Yes No No No

Comments '

1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8

Elevation o«Test

Datum r

6980.4''= 6980.4''= 6979.9''= 6980.3''= 6980.3''= 6979.5''= 6979.0''= 6980.5''=

1

2

3 4

5

6 7

^0

Subgrade

Subbase Fill Base Course

Backfill

Pavement Area Below Footing Bottom

Above Footing Bottom

pies to:

8, 100% mm. req d. 9 98% mm req d.

10, 95% m m . r e q d . 11 90% mm r e q d .

12. 85% mm, req d.

13 mo is tu re o p t . t o +2% op t .

C l i e n t (3) B i l l i n g (1) / s r

14 Tested D-1556/XXMKSX2X 15. Tested ASTM D-2922/D-3017 16. Tested ASTM D-2922/AASHT0 T-217 17. Rock correction applied to maximum

dry density AASHTO T-224 18. Other A S T M D 2 2 1 6

19 Test Locations on Accompanying Site Plan 20. Specifications Unknown


of Note. Tests reported herein are not part of a continuous monitoring

program of compaction operations and accordingly apply only to the aaual location tested.

'=Test elevations represent Top of Soil Cover.

004412



LABORATORY REPORT

Page 3 of 3

SOIL/AGGREGATE FIELD DENSITY TESTS

Client

Project

Location

United Nuclear Corporation P.O. Drawer QQ Gallup, NM 87301

1991 Reclamation Testing

30992 Job No.

Lab/Invoice No.

Date

3141K062

31410925

11/06/91

Reviewed By

Church Rock, New Mexico Top of

Type of Material Sandy s i l t y c l a y - S o i l Cover Authorized By E . M o r a l e s / C l i e n t Date

Source of Material N a t i v e Tested/Calc. By S . Gutka/WT

Moisture/Density Relationship ASTM D698 Meth. A Test Locations Designated By S. Gutka/WT

1 0 / 0 1 / 9 1

Test

17 18 19 20

Test

17 18 19 20

Date

1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1 1 0 / 0 1 / 9 1


Location of Test Hoh

73910N 6c 60170E ( 0 - 6 ) 73990N & 60220E ( 0 - 5 ) 74060N & 60300E ( 0 - 4 ) 72020N & 60570E ( 0 - 3 )

optimum Moisture

%

13.6 13 .6 13 .6 13.6

Max. Dry Density

Pd

113.8 113.8 113 .8 113 .8


Moisture

%

1 1 . 7 1 2 . 3 11 .9 1 4 . 0

Dry Density pc<

109 .5 112.4

9 7 . 1 111 .1

Relative Compaction

%

96 99 85 98

Within Specs.

1

No No No Yes

Comments '

1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8

Elevation of Test

Datum t

6979.9'> 6979.3'"= 6979 . 7'V 6980.1 '^

' Comments 1. Subgrade 2. Subbase Fill 3. Base Course 4 Backfill 5, Pavement Area b Below Footing Bottom 7 Above Footing Bottom

Copies to:

8. 100% min req d. 9 98%min rea d.

10. 95% mm. read. 11 90% mm, req d. 12. 85% mm req d. 13 moisture opt. to +2% opt.

Client (-3) Billing (1) /sr

14 Tested D-1556/XXS{HSX2» 15. Tested ASTM D-2922/D-3017 16. Tested ASTM D-2922/AASHTO T-217 17 Rock correction applied to maxinnum

dry density. AASHTO T-224 18. other A S T M D 2 2 1 6



of Note: Tests reported herein are not part of a continuous monitoring

program of compaction operations and accordingly apply only to the actual location tested.

*Test elevations represent Top of Soi cover.

004413




Page 1 of 2

SOIL/AGGREGATE FIELD DENSITY TESTS

Client

Project

Location



30992 Job No.

Lab/invoice No.

Date

3141K062

31410925

1 1 / 0 6 / 9 1

Reviewed By ^ . P-MJII^


Type of Material Sandy s i l t y c l a y - S o x l Cover Authorized By E. M o r a l e s / C l i e n t

Source of Material N a t i v e Tested/Calc. By ^' Kuebler/WT

Moisture/Density Relationship ASTJI D698 Meth. ^ Test Locations Designated By

Date

H. Kuebler /WT

1 0 / 0 2 / 9 1

r

No.

IR 2R 3R 4R 5R 6R 7R 8R

Test

IR 2R 3R 4R 5R 6R 7R 8R

Date

1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1 1 0 / 0 2 / 9 1


R e t e s t of #6 R e t e s t of #2 R e t e s t of #3 R e t e s t of #4 R e t e s t of i!'f

Location at Test Hole

( 1 0 / 0 1 / 9 1 ) 73660N & 60330E (R-7) ( 1 0 / 0 1 / 9 1 ) 73750N & 60250E (Q-6 .5 ) ( 1 0 / 0 1 / 9 1 ) 73780N & 60270E (Q-6) ( 1 0 / 0 1 / 9 1 ) 73840N & 60380E (Q-5) ( 1 0 / 0 1 / 9 1 ) 73930N & 60450E ( 0 - 4 )

R e t e s t of #11 ( 1 0 / 0 1 / 9 1 ) 73930N & 60300E R e t e s t of #10 ( 1 0 / 0 1 / 9 1 ) 74000N & 60360E R e t e s t of #16 ( 1 0 / 0 1 / 9 1 ) 73830N & 60100E

Optimum Moisture

%

13 .8 13 .8 13 .8 13 .8 13 .8 13 .8 13 .8 13 .6

Max. Dry Density

pc<

112 .3 112 .3 112 .3 112 .3 112 .3 112 .3 112 .3 113 .8


Moisture

%

1 6 . 8 1 1 5 . 3 1 4 . 1 1 6 . 5 14 .0 14 .6 1 5 . 8 1 8 . 3

Dry Density PC*

109 .3 115 .6 117 .9 114 .2 113 .3 111 .3 108 .1 104 .9

Relative Compaction

%

97 100+ 100+ 100+ 100+

99 96 92

Within Specs.

?

No Yes Yes No Yes Yes Yes No

( P - 5 ) ( P - 4 ) ( 0 - 7 )

Comments *

1_10-13-14-18 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8

Elevation otTest

Datum T

6981.0''^ 6980.7'- ' 6980.7'V 6980.6''= 6980.8' '-6979.9 ' ' ' 6980.3''--6980.3 ' ' '

Comments

1. Subgrade

2. Subbase Fil l 3 Base Course 4 Backfill

5, Pavement Are£ 6. Below Footmg 7, Above Footmg

ropies to:

Bottom Bottom

8 1CX3%min. req 'd 9 98% mm req d.

10, 9 5 % m i n , req d . 11. 90% mm req d . 12. 35% mm r e a d .

13 mois tu re o p t . t o +2% o p t .


14 Tested D-1556/XX5BtlXX» 15 Tested ASTM D-2922/D-3017 16. Tested ASTM 0-2922/AASHTO T-217 17. Rock correction applied to maximum

dry density. AASHTO T-224 18. Other ASTM D2216


t Datum , Sea L e v e l

of Note: Tests reported herein are not part of acontinuous monitoring

program of compaction operations and accordingly apply only to the actual location tested.

-'Test elevations represent Top of Soil cover.

004414



LABORATORY REPORT

Page 2 of 2


Client United Nuclear Corpora t ion P.O. Drawer QQ Gallup, NM 87301

1991 Reclamation Tes t ing

30992 3141K062

31410925

11/06/91

Reviewed By Q- ^JUliju.

Job No.

Lab/Invoice No

Date

Project

Location

Type of Material

Source of Material N a t i v e Tested/Caic. By

Moisture/Density Relationship ASTII D698 Meth. A Test Locations Designated By H. Kueb le r /WT


Sandy s i l t y c l a y - S o i l Cover Authorized By E. Mora les /C l i en t H. Kuebler/WT

Date 10/02/91

Test

9R lOR I IR 12R 13R

Test

9R lOR U R 12R 13R

Date

10/02/9 1 10/02/91 10/02/91 10/02/91 10/02/91


Retes t of #17 Retes t of #18 Re tes t of #19 Re tes t of #1^ Re tes t of #lf

Optimum Moisture

%

13.6 13.6 13.6 13.6 13.6

Max. Dry Density

pc<

113.8 113.8 113.8 113.8 113.8

Location a< Test Hole

(10 /01 / 91) 7391 ON & 60170E (0-6) (10/01/91) 73990N & 60220E (0-5) (10/01/91) 74060N & 60300E (0-4)

• (10/01/91) 73930N & 60150E (N-6.75) ) (10/01/91) 74000N & 60220E (N-5.75)


Moisture

%

16.4 15.8 14.2 15.5 14.5

Dry Density PC*

105.4 111.1 113.0 109.0 111.2

Relative Compaction

% 93 98 99 96 98

Within Specs.

f

No Yes Yes Yes Yes

Comments *

1-10-13-14-18 1-10-13-14-18 1-10-13-14-18 1-10-13-14-18 1-10-13-14-18

Elevation at Test Datum t

6979.5'V 6979.0* 6979.7>': 6979.5* 6979.0*

1. Subgrade 2. Subbase Fil l

3. Base Course 4 Backfill 5. Pavement Area 6 Below Footing Bottom

7 Above Footmg Bottom

lopies to:

8. 100% min req d. 9 98% min. r e q d .

10. 95% mm req d. 11 90% mm. req d. 12. 85% mm. req d .

n mois tu re o p t . t o +2% o p t .


of

14 Tested D-1556/XXStHKX2K 15. Tested ASTM D-2922/D-3017 16. Tested ASTM D-2922/AASHTO T-217 17. Rock correction applied to maximum

drv density AASHTO T-224

18. Other ASTM D2216


t Datum Sea Level

Note: Tests reported herein are not part of 3 continuous monitoring program of compaction operations and accordingly apply only to the actual location tested.

*Test elevations represent Top of Soil Cover.

004415



LABORATORY REPORT

Page 1 of 2

S O r L / A G G R E G A T E F IELD D E N S I T Y TESTS

Client

Project

Location



30992 Job No.

Lab/Invoice No.

Date

3141K062

31410925

1 1 / 0 6 / 9 1

Reviewed By

Church Rock, New Mexico

Type of Material Sandy s i l t y c l a y - S o i l Cover Authorized By E . M o r a l e s / C l i e n t pate ^ 0 / 0 3 / 9 1

Source of Material N a t i v e Tested/Calc. By ^' Kuebler/WT

Moisture/Density Relationship ASTM D698 Meth. A Test Locations Designated By ^' Kuebler /OT

Test No.

IR 2R 3R 4R

Date

10/03/91 10/03/91 10/03/91 10/03/91

Location oi Test Hole

Retest of #17 (10/01/91) & #9R (10/02/91) 73910N & 60170E (0-6) Retest of #16 (10/01/91) & #8R (10/02/91) 73830N & 60100E (0-7) Retest of #4 (10/01/91) & #4R (10/02/91) 73840N & 60380E (0-5) Retest of #6 (10/01/91) & #1R (10/02/91) 73660N & 60330E (R-7)

Elevation of Tesf

Datum t

6 9 7 9 . 5 ' 6 9 8 0 . 3 ' 6 9 8 0 . 6 ' 6 9 8 1 . 0 '

Test No.


Optimum Moisture

Max. Dry Density

pc«


Moisture %

Dry Density

PC*

Relative Compaction

%

Within Specs.

? Comments '

IR 2R 3R 4R

13 .6 13 .6 1 3 . 8 1 3 . 8

113 .8 113„8 112 .3 112 .3

14 .4 15 .7 14 .6 14 .4

1 1 6 . 8 1 1 2 . 0 1 1 7 . 6 115 .7

100+ 98

100-1-lOO-f-

Yes Yes Yes Yes

1 - 1 0 - 1 3 - 1 4 - 1 8 1 -10 -13 -14 -18 1 - 1 0 - 1 3 - 1 4 - 1 8 1 - 1 0 - 1 3 - 1 4 - 1 8

• Comments 1. Subgrade 2, Subbase Fill J. Base Course 4 Backfill

5. Pavement Area 6 Below Fooling Bottom 7 Above Footing Bottom

Copies to:

8 100% mm ret| d. 9 98% mm req d.

10. 95% mm. reqd. 11 90% mm reqd. 12. 85% mm. reqd.

13 moisture opt. to -1-2% opt.

Client (3) Billing (1) /sr

14 Tested D - 1 5 5 6 / X X S a C E X 2 » 15. Tested ASTIM D-2922/D-3017 16. Tested A S T M D-2922/AASHTO T-217 17. Rock correction applied to maximum

dry density AASHTOT-224

18. Other ASTM D2216 of


f Datum Sea L e v e l

Note: Tests reported herein are not part of a continuous monitoring program of compaction operations and accordingly apply only to the actual location tested

" T e s t e l e v a t i o n s r e p r e s e n t Top of S o i l c o v e r .

004416




Page 1 of 2

S O I L / A G G R E G A T E F I E L D D E N S I T Y TESTS

Client

Project

Location



30992 Job No.

Lab/Invoice No

Date

Reviewed By

3141K062

31410973

U / 0 6 / 9 1


Type of Material Sandy s i l t y c l a y - S o i l Cover Authorized By E . M o r a l e s / C l i e n t Date

Source of Material N a t i v e Tested/Calc. By H. Kuebler/WT

Moisture/Density Relationship ASTM D698 ^ e t h . A Test Locations Designated By H. K u e b l e r / W T

10/07/91

Test No.

1 2 3

Test No.

1 2 3

Date

10/07/91 10/07/91 10/07/91


LocatifHi of Test Hole

73730N & 60230E (P/Q-7) 73950N & 60430E (0-4) 73850N & 60250E (P-6)

Optimum Moisture

%

13.8 13.8 13,8

Max. Dry Density

112.3 112.3 112.3

in-Place Characteristics

Moisture

%

14.2 14.4 13.9

Dry Density

115.2 113.7 110.4

Relative Compaction

%

100-t-100-1-

98

Within Specs.

f

Yes Yes Yes

Elevation otTest

Datum t

6980.7* 6980.8* 6980.3*

Comments *

1-10-13-14-18 1-10-13-14-18 1-10-13-14-18

1 - Subgrade

2. Subbase Fil l

3 Base Course 4. Backfill

5- Pavement Area 6 Below Footing Bottom

7 Above Footing Bottom

'opies to:

8. 100% min req 'd. 9 . 9 8 % m i n req d .

10. 95% mm. req d . 11. 90% m m . req d . 12. 85% min. req d.

13 m o i s t u r e o p t . t o +2% o p t .

C l i e n t (-3) B i l l i n g (1) / s r

14.

15. 16. 17.

18.

o f

Tested D-1555/XXSfHSX23? Tested ASTM D-2922/D-3017 Tested ASTM D-2922/AASHTO T-217 Rock correction applied to maximum dry density AASHTO T-224

nth r ASTM D2216



Note: Tests reported herein are not part of a continuous monitoring program of compaction operations and accordingly apply only to the actual location tested.

004417

i I


Northeast Section

Final Test Summary

Gradation/Atterberg Tests Top of Soil Cover

Page 1 of 1

DATE

10/01

10/02

10/03

TYPE OF TEST









GRID

Q-7

N-6.75

R'7

Q'5

Q 4

P"5

P'4

0'-4

Gradation/ Atterberg 0-7

Gradation/ Atterberg Q-6

N

73700

73930

73660

73840

73930

73930

74000

74060

73830

73780

E

602S0

601SO

60330

60380

60450

60300

60360

60300

60100

60270

ELEV,

• 6980.7

6979.5

6981.0

6980.6

6980.8

6979.9

6980.3

6979.7

6980.3

6980.7

MATERIAL

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

TSC

DENSITY MOISTURE RELATIVE USCS WITHIN Ib/Ft.l I COMPACT. I SOIL CL. SPFCIFICATIONS?

a

a-ML

a

a

a

a

a-ML

Yes

Yes

Yes

Yes

a

SC

a

Yes

Yes

Yes

Yes


004418

i 0


Northeast Section

Final Test Summary

Proctor Tests Top of Soil Cover

Page 1 of 1

TYPE OF DATE TEST GRID

10/01 Proctor ASTMD698A N-6.75

Proctor ASTM D698A Q-7

N

73930

73700

E

60150

60250

ELEV.

6979.S

6980.7

MATERIAL

TSC

TSC

DENSITY Ib/Ft.l

113,8

112,3

MOISTURE \

13,6

13.8

RELATIVE COMPACT, %

.

IJSCS SOIL CL,

a-ML

a

10/03 Proctor (1 Point) ASTM D698A 0-6 73910 60170 6979,5 TSC 112,3 12.1 a-ML

WITHIN

n/a

n/a

n/a


004419



Client: Onited Nuclear Corporation

Po8t Office Drawer QQ


TiABORATORY REPORT

Job No. 3141K062

Invoice Mo. 31410925


Reviewed byO. BlJit^


Location: Church Rock. New Mexico

Material: Sandy lean clay

Description: Top of Soil Cover

Source of Material; 73830N & 60100E (Q-7) Elevation 6980.7

Sampled by H. Kuebler/WT Date 10/01/91


Authorized by B. Morales/UNC Date 10/01/91

SIEVE ANALYSIS. ASTM C136 & C117 Plasticity Index. A3TH D4318

Sieve tPassing

Size Accumulative Specs

i-i/a"

1"

3/4"

1/2"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

100

99

99

97

94

91

69

52

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

26


Maximum Dry Density, pcf 112.3



Group Symbol

Group Name

CL

Sandy lean clay

Copies: Client (3) Field Copy (1) Billing (1) /ar

004420






LABORATORY REPORT

Job No. 3141K062

Invoice No. 3U10925


Reviewed by ^ £ A U ^

Project:, 1991 Reclamation Testinp.

Location: Church Rock, New Mexico

Material: Sandy silty clay

Sampled by H. Kuebler/WT Date 10/01/91


Authorized by B. Moralea/ONC Date 10/01/91 Description: Top of Soil Cover

Source of Material; 73930N & 60150B (N-6.75) Elevation 6979.5

p. SIEVE ANALYSIS. ASTH C136 & CI17 Plasticity Index. ASTM D4318

Sieve ^Passing

Size Accumulative Specs

1-1/2"

1"

3/4"

1/2"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

100

100

99

97

96

94

63

57

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

27





Group Symbol

Group Name

ML-CL

Sandy silty clay


004421




PoBt Office Drawer QQ


LABORATORT REPORT?

Job No. 3141K062



Reviewed by ^SXJJJU^


Location: Church Rock, New Mexico Sampled by H. Kuebler/WT

Material: Sandy lean clay Submitted by H. Kuebler/WT

Date 10/02/91

Date 10/02/91

Description: Top of Soil Cover Authorized by B. Horales/UNC Date 10/02/91

Source of Material: 73660N & 60330B (R-7> Blevation 6981.0

3IBVB ANALYSIS. ASTH C136 & C117

Sieve JtPassing


1" 100

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

99

98

96

93

66

56

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

28

Soils ClassIfIcatIon ASTM D2487

Group Symbol

Group Name

CL

Sandy lean clay


004422

Client:






LABORATORY REPORT

Job No. 3141K062



Reviewed by ^. (BLZL^


Location: Church Rock. New Mexico Sampled by H. Kuebler/WT Date 10/02/91


Description: Top of Soil Cover Authorized by B. Morales/UNC Date 10/02/91

Source of Material; 73840N & 60380B (Q-5) Rlevatlon 6980.6

SIEVE ANALYSIS. ASTM C136 & C117

Sieve ^Passing

Size Accumulative Specs . Plasticity Index. ASTM D4318

1"

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

100

99

97

96

93

73

56

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

27


Group Symbol

Group Name

CL

Sandy lean clay


004423



Cl ien t : United Nuclear Corporat ion



LABORATORY REPORT

J o b No. 3141K062

Invoice No. 3U10925


Reviewed by 0 . . i£iUi^ya^

Project:. 1991 Reclamation Teatinp.



Description: Top of Soil Cover Authorized by E. Morales/PNC Date 10/02/91

Source of Material: 73930N & 60450E (Q-4) Elevation 6980.8

^

STEVE ANALYSTS, ASTH C136 & C117

Sieve ^Passing

Size Accumulative Specs. Plasticity Index, ASTM D4318

n

I" 100

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

99

97

96

91

75

55

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

29

11


Group Symbol

Group Name

CL

Sandy lean clay

Copies: Client (3) Field Copy (1) Billlne (T-) /sr

004424

Client;






LABORATORY REPORT

Job No. 3141K062



Reviewed by^./^7/yi^

Project:

Location

Material


Church Rock. New Mexico Sampled by H. Kuebler/WT Date 10/02/91

Sandy lean clay Submitted by H. Kuebler/WT Date 10/02/91

Description: Top of Soil Cover Authorized by B. Morales/UNO Date 10/02/91

Source of Material: 73930N & 60300B (P-5) Blevation 6979.9

B

SIBVB ANALYSTS. ASTM C136 & C117

Sieve ^Passing


1" 100

3/4"

3/8''

No. 4

No. 10

No. 40

No. 100

No. 200

100

99

97

96

94

71

55

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

28

11


Group Symbol

Group Name

CL

Sandy lean clay

Copies: Client (3) Field Copy (1)

Billine (1) /sr

004425

Client:






LABORATORY REPORT

Job No. 3141K062



Reviewed by ^. PJs^iLLj^

Project:_

Location:.

Material:


Church Rock. New Mexico Sampled by H. Kuebler/WT

Clayey aand Submitted by H. Kuebler/WT

Date 10/02/91

Date 10/02/91

Description: Top of Soil Cover Authorized by B. Moralea/UNC Date 10/02/91

Source of Material: 74000N & 60360E (P-4) Elevation 6980.3

SIEVE ANALYSTS. ASTH C136 & C117

Sieve ^Passing

Size Accumulative Specs. Plasticity Index. A3TM D4318

1" 100

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

95

93

91

90

87

58

49

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

28

11


Group Symbol

Group Name

SC

Clayey sand

Copies: Client (3) Field Copy (1) Billing (I) /sr

004426






LABORATORY REPORT

Job No. 3141K062



Reviewed by ^ ' fitwttyu




Description: Top of Soil Cover Authorized by B. Horales/tfNC Date 10/02/91

Source of Material: 74060N & 60300E (0-4) Elevation 6979.7

STEVE ANALYSTS. ASTH C136 & C117

Sieve ^Passing


3 1" 100

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

99

98

97

94

67

56

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

26

Soils Classification ASTH D2487

Group Symbol

Group Name

CL

Setndy lean clay


004427

Client:






LABORATORY REPORT

Job No. 3141K062



Reviewed by ^PJ^Jji^

Project: 1991 Reclamation TeatinR



Description: Top of Soil Cover Authorized by B. Horales/UNC Date 10/03/91

Source of Material; 73830N & 60100E (0-7) Blevation 6980.3


Sieve ^Passing

Size Accumulative Specs. Plasticity Index. ASTH D4318

1" 100

3/4"

3/8"

No. 4

No- 10

No. 40

No. 100

No. 200

99

98

97

95

93

70

57

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

28

10

Soils Classification ASTH D2487

Group Symbol

Group NEune

CL

Sandy lean clay


004428

Client:






LABORATORY REPORT

Job No. 3141K062



Reviewed by d "BUIIMSA



Material; Sandy allty clay Submitted by H. Kuebler/WT Date 10/03/91

Description: Top of Soil Cover Authorized by B. Morales/UNC Date 10/03/91

Source of Material: 73780N & 60270B (Q-6) Elevation 6980.7


Sieve ^Passing


J 100

3/4"

3/8"

No. 4

No. 10

No. 40

No. 100

No. 200

100

97

95

93

90

66

55

95-100

90-100

85-100

65-100

50-100

40-85

Liquid Limit

Plasticity Index

24


Group Symbol

Group Name

CL-ML

Sandy sllty clay

Copies: Client (3) Field Copy (1) Billing CD /sr

004429






LABORATORt REPORT

Job No. 3141K062



Reviewed by Q..0Mjaj

Project:_

Tjocation:

1991 Reclamation Testinp;

Church Rock. New Mexico Sampled by H. Kuebler/WT

Material: Sandy silty clay

Date 10/03/91

Date 10/03/91

Description; Top of Soil Cover

Source of Material: 73910N & 60170B (0-6) Elevation 6979.9

Submitted by H. Kuebler/WT

Authorized by E. Morales/UNC Date 10/03/91

tm

Moisture Density Relations (1 point method)*

Single Point Data:

Dry Density, pcf 112.3

Moisture Content, % 12.1

The single point data falls on the same curve as that drawn

for material sampled from N-6.75 on 10/01/91.

Therefore, the following values should be used.



"The single point was tested in accordance with the

applicable portions of ASTM D698 Method A-


004430

CSWTRA i CETiTi TWTKKTW REq*AMftTIOW-1991

Specific Gravity Test

004431






LABORATORY REPORT?

Job No. 3141K062



Reviewed by g.. 0.1Uf4

Project:

Location


Church Rock. New Mexico Sampled by H. Kuebler/WT Date See Note

Material: Sandy lean clay Submitted by H. Kuebler/WT Date See Note

Description: See Note Authorized by 8. Morales/UNC Date See Note

Source of Material: See Note

B

Material SoilType

Soil Cover (Central Cell) CL-ML

Specific Gravity

2.69

Note: Material for specific gravities was sampled from

compaction test moisture samples. A composite

sample for each soil type encountered was kept.

A total of five specific gravities, three on

regraded tailings surface materials and two on

soil cover material, south and central cells were

performed.

Copies: Client (3) Field Copy (I) Billing (I) /sr

004432

[as built report addendum - central cell ... list of appendices appendix title a daily review of...

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