ML19030B025

From kanterella
Jump to navigation Jump to search
Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.4 - Pages 1-37
ML19030B025
Person / Time
Site: Clinch River
Issue date: 01/18/2019
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
Download: ML19030B025 (37)


Text

APPENDIX G.4 -Carbonate Content Test Results- No Change for Rev. 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page G.4-1 of 37

ame&

"lJC')

I>>=

(Q  :::l n> n G):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

.  :;o

~ -*

n>

0 .., Project No. 6468-13-1072 Tested by: M. Hamilton tA;'j~tjf Date: 12/27/2013

-c

"'~>>

.._._ Project Name: Clinch River SMR Reviewed by: T. Landi/tcf Date: 1/2/2014 I>>

AMEC Lab Location: Charlotte, NC I "'1\'A

~ ~~~~------------------------

"C Assignment Sheet Date: --::,;.9:..:

/2;.:4.:..;/2;;.;0;..;;1==::3:::-:-------:---..--"'----------

0

I. Circle One: @ty Rela~ Non Safety Related

~

~ Sample

Description:

Rock Core MP-101 L6-ll (90.9' to 91.5')

C')

o "P

..... Weight of C02 Pressure (psi)

..... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv . Time Calc. Equiv.

N Reading Reading

..... (g) (min) i (nearest 1%) (min) I (nearest 1%) Chanqe (<0.3%)

"' NA MP-101 L6-11 90.9-91.5 1.00 2.5 10 27 2.5 20 27 0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame&

"lJC')

I>>=

(Q  :::l n> n G):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

wn>

0 ..,

-c WI>>

I>>  % Calcite Equivalent per Mass(g) of CaC03

0 n>

"'C 0

I. Calcite Equivalent (%CaC03)
0 0 20 n> 40 60 80 100
I 70 10 C')
0 "P 9

..... I 60 N

..... 8

"' 50 7

~ *u; 0.. 6

=. 40 ~

~

"'
::J VI VI VI 5 VI

~

.t"' 30 0..

N 0 4 0 u u 20 3 2

10 1

0 0 0 0 .2 0.4 0.6 0.8 1 Mass caco, (g)

- * * - 10 and 20 min. readings 2 of2

amec!J

"'C(")

Ill =

(Q  ::I t1) n G) ::::I' ASTM D-4373 Rapid Determination of Carbonate Content of Soils

  • u

~ -*

.j,.<t1) 0 .., ProjectNo. 6468-13-1072 Tested by: M. Hamilton M~~~~~ Date: 12/30/2013

-c Will Project Name: Clinch River SMR 11

..._._ Reviewed by: T. Lan~~ ' Date: 1/6/2014 Ill AMEC Lab Location: Charlotte, NC /j1 \\ \"3\ \If

~ ------~--------------------------

"C Assignment Sheet Date: ..:..9;.,:/2:,.4,.;/2;;.;0;..;;1..:..3.. _=---------------

0

~ Circle One: ~ty Rela~Non Safety Related

u t1)

~

~ Sample

Description:

Rock Core MP-101, L6-12 (144.6' to 145.1')

(")

u 7' Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft)

.... sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

N Reading Reading

.... (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)_

"' NA MP-101 L6-12 144.6-145.1 1.00 6.5 10 72 6.6 20 74 2.0 6.6 20 74 6.7 30 75 1.0 6.7 30 75 6.7 40 75 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Reaction Chamber Note: If no reaction occurs increase amount of CLT-0734 9/13/2014 HCL sample to next weight increment and rerun test.

CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"'C(")

Ill =

(Q  ::I t1) n G) ::::I' ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

U,< t1) 0 ..,

-c Will Ill  % Calcite Equivalent per Mass(g) of CaC03

~

"'C 0

~ Calcite Equivalent (%CaC03)

o 0 t1) 20 40 60 80 100

~ 70

~

10

(")

o 7' 9

.... 60 N

.... 8

"' 50 7

<i 0.. *;;;

'!:. 40 6

.E:

~ ~

I  ::I

.,"'., 5 .,

0:. 30 0:.

N 6'

u 4 0 u

20 3 2

10 1

0 0 0.2 0.4 0.6 0.8 1 Mass eaco, (g)

- * * - 10 min. reading

-~~-- 20 min. reading


30 and 40 min. readings 2 of 2

ame

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils \ -...~.

.  :;o r_vf '1; I u- ,\ ~

"'tl)

"" "<-* Project No. 6468-13-107? Tested by: G. Will iams J Date: 11 /6/2013 0 ...

-c Project Name: Clinch River SMR Reviewed by: T. Landis Date: 11 /6/2013

"'Ill Ill AMEC Lab Location: Charlotte,NC ~al\~

~ Assignment Sheet Date: 10/ 16/2013 '

"C 0

~ Circle One: @ety Rei a~ Non Safety Related

~

Sample

Description:

Rock Core MP-101, Ll-5 (148.7' to 149.7')

(")

o "P Weight of C02 Pressure (psi)

.... Tare 10 Boring ID Sample 10 Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading N (g) (min) (nearest1%) (min) (nearest 1%) Change (<0.3%)

NA MP-101 L1-5 148.7 - 149.7 1.00 5.6 10 62 5.6 20 62 0 5.6 20 62 5.6 30 62 0 Equipment Used: EquipmentiD CaL Due Date Scale CLT-0370 9/18/20 14 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CH LT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of2

"lJC')

I>>=

(Q  :::l n> n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::T

.  :;o

~ -*

~<

n>

0 ..,

-c

"'~>>

I>>  % Calcite Equivalent per Mass(g) of CaC03

~

"C 0

I. Calcite Equivalent (%CaC03}

~ 0 20 40 60 80 100

70

~ r .....-

C') I .

o t--
:1: -r "P

..... 60 ~9 N - ~ 8

..... -I-- --::

"' so ~ -- -=t ~~

&,:~ 1-~-:::-~---:r 7

-;;;- -- --. ~

<>. 6 ]:

. 40 * *.* :- ~

OJ * *.-:::=::..c~-T *" E 5  :::>

"'"'OJ

~ ~

5 ::l OJ

//= 0:.

<;. 30  ::;..---" - N 0 4 0 u u

~ --

20 3

-  ::-:=-= -, -Jc -- -

~ l 2

---:::J

__./"" - --

10 ---

. .-/ *::*.-.. ~

...oe 1

~.c.,--'

l a~-=**-' - =t- 0 0 0.2 0.4 0.6 0.8 1 Mass cacol (g)

- * * - 10, 20 and 30 min. readings 2 of 2

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

  • ::tJ

~ -* ~~

c!o< ~

0 ... Project No. 6468-13-1072 Tested by: M. Hamilton t/11/llf Date: 111/2014

-c

'-'Ill Project Name: Clinch River SMR

...... S" Reviewed by: T. Landis Date: 1/6/2014 AiviEC Lab Location: _:C:..:h:..:ar:..:l..=.ot::..:.te:..z,..::N.:...C=------------- 4,\\:J\\'t

~

"0 Assignment Sheet Date: ..:.9-:::/2;;,4;;..;/2; .;0:..:1;.;;.3_=------- -----

0

~ Circle One: @etyRela~Non Safety Related

~

~

~ Sample

Description:

Rock Core MP-101, L6-13 (184.6' to 185.2')

(")

tJ

~ Weight of C02 Pressure (psi)

.... Tare ID BoringiD Sample ID Depth (ft) sample +/-0.01

.... Time Calc. Equiv. Time Calc. Equiv.

N Reading Reading (g) (min) (nearest 1%) (min) !nearest 1%\ Chanoe (<0.3%\

a> NA MP-101 L6-13 184.6- 185.2 1.00 4.1 10 45 4.1 20 45 0.0

  • -- L--..------- --

Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 --

4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

  • ::tJ

~ ' < -*

CD~

0 ...

-c

'-'Ill

...... S"  % Calcite Equivalent per Mass(g) of CaC03

~

"0 0

~ Calcite Equivalent (%CaC03)

~ 0 20 40 60 80 100

~ 70 1..............................................., ... ~"~;*;. . _;*,;,;.....................}....

~

10

(")

tJ

~ 9

.... 60 N

... 8 a>

so 7

~ 6 *~

=-:!! 40  :!!

I :I

"'lG "'

lr. 30 lr.

N 4 0 8 u 20 . 3 2

10 1

0 . ......................................, ........................................ f............................................t ..................................... .

0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 and 20 min. readings 2 of 2

"tl(")

Ill-IC -*

~ ~

G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;:c

~  :::*

0~ Project No. 6468-13-1072 ~~,-

Tested by: M. Hamilton l/11 f't Date: 12/31/2013 0  ;;

-Ill Project Name: Clinch River SMR Reviewed by: T. Landis if, 1/11/?.014 w-

....,.~:~~

Date:------

AMEC Lab Location: Charlotte, NC ;r::\,.Jl~

~ ------~------------------------

"0 Assignment Sheet Date: ..:.9.;,:/2;::,4,..;/2;;..0;.;;1;.;;.3._= ------------

0

~ Circle One: @ty Rei~ Non Safety Related

~

~

Sample

Description:

Rock Core MP-101, L6-15 (378.9' to 379 .6')

(")

tJ

~ Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0 .01 Time

.... Calc. Equiv. Time Calc. Equiv.

Reading Reading

~ (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

a> NA MP-101 L6-15 378.9- 379.6 1.00 4.2 10 46 4.3 20 48 2.0 4.3 20 48 4.3 30 48 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/ 1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame&

"lJC')

I>>=

(Q  :::l n> n G):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

-"n>

0 c

-I>>

w-

""-II>>  % Calcite Equivalent per Mass(g) of CaC03

0 n>

"'C 0

I. Calcite Equivalent (%caC03)
0 0 20 40 n> 60 80 100
I 70 l-- -*-*-*-*-*-*-*------*----<---*-*-*-*-***-....................... >t------------*- .....................~ ...........................*--*****- ...... 1...........................n ....l------1-----*-*-*-*-*-*-......... ****"*-*-*-*-*--------*--*--*****d****........................... ****-----~---*------- .......... .........! ................. ---****-*-*--*-**J- 10 C')
0 "P 9

..... I 60 N

..... 8

"' 50 7

0. 6 ],

=- 40

~

OJ

J ~

"'"'~ "'"'OJ

0. 30 .t N

cS' 4 0 v v 20 3 2

10 1

o mr**-*-*---*------*-.**-*j*-*-*--*---*-----*-*-**..**r.. *. . ***. . . . . . . . . . . . . 1 ...................... .. ................. r . . . ..... . . .-.. . . . . . . . . . *=. ,--------**-"'"""'"'""'""'l .. --*--*--*-*----*-" "'"'"i""'"'" .................................l 0 0 0.2 0.4 0.6 0.8 1 Mass caco, (g) 10 min. reading

-~~~- 20 and 30 min readings 2 of2

amec3 "lJC')

I>>=

(Q  :::l n> n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::T

~~ (r-JV\11,\-\

-"n> 0 N.., Project No. 6468-13-1072 Tested by: G. Williams Date: 10/23/2013 0 c

-I>> Project Name: Clinch River SMR Reviewed by: T. Land~ Date: 11/5/2013 w-

""-11>>

AMEC Lab Location: Charlotte, NC / \ ~ ,\\3\'"'-

~

"'C Assignment Sheet Date: ---:::::;l.;.;0/...;;.1.:..6/...;;.2~0.;.:13:::-----------

0

I. Circle One: @"ety Rel~Non Safety Related

~

.,. Sample

Description:

Rock Core l\1P-101, Ll-13 (451.4' to 452.4')

C')

o "P Weight of C02 Pressure (psi)

..... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

..... Reading Reading

~ (g) (min) (nearest 1%) (min) (nearest 1%) Chanqe (<0.3%)

NA MP-101 L 1-13 451.4- 452.4 1.00 4.0 10 44 4.1 20 45 1 4.1 20 45 4.1 30 45 0 Equipment Used: Equipment ID Cal. Due Date Scale CL T-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CL T-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of2

amec!J

- * * - 10 min. reading

_ ..........=,...

, - 20 and 30 min readings 2 of2

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

1\t::f'i-.

~~ ProjectNo. 6468-13-1072 Tested by: M. Hamilton 1It/l't Date: 12/30/2013 0 c

-Ill Project Name: Clinch River SMR Reviewed by: T. Landis ,.. Date: 1/6/2014 w-

""-IDl AMEC Lab Location: Charlotte, NC

--~~~-------------------------

~

4,\\31\k

"'C Assignment Sheet Date: ..::9.:..:/2;.4;;.;/2=.;0:...:1:..:3.._=----------------------

0

~ Circle One: ~ty Rela§g>'Non Safety Related

~

Sample

Description:

Rock Core MP-202, L6-2 (78.5' to 79.1 ')

""'(")

o "P Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading (g) (min) (nearest 1%) (min) *(nearest 1%) Change (<0.3%)

....~ NA MP-202 L6-2 78.5-79.1 1.01 2.6 10 28 2.6 20 28 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame&

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

  • ::tJ

~ ' < -*

_..ID en..,

0 c

-Ill w-

...... ~:~~

%Calcite Equivalent per Mass(g) of CaC03

tJ

~

"0 0

~

Calcite Equivalent (%CaC03)

tJ 0 20 40 60 80 100 tD

~ I 70 10

~

(")

tJ 9

~

.... I 60 N 8 a>

50 7

0..

6 ~

=-

"'~ 40 -- **** ----*- .... --***

~~ ~

l  :::l
                  • -~*- * -*** ************-

--**'--+- 5 l:l Ql "'"'~

0:. 30 ON u

20 3 2

10 1

- - - - * * * - - i -*-**-***M;,:;,-_*- - - -

  • 0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 and 20 min. readings 2 of2

ame&

"lJC')

I>>=

(Q  :::l n> n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::T

~~ e-ll

-"n>

a..., ProjectNo. 6468-13-1072 Tested by: M. Hamilton 12/27/2013

..1 111 Jf' Date:

0 c

-I>> Project Name: Clinch River SMR Reviewed by: T. Landis Date: 1/2/2014 w-

""-11>>

?("t/

AMEC Lab Location: . . :C:. :h:. :.a: .:rl:. :o. :. :t : .;e,'-'N:. . . ;:cC_ _ _ _ _ _ _ _ _ _ __

~ Assignment Sheet Date: 9/24/2013 ,, 131\-\

"'C 0 Circle One: -@-==a===~-ety ___R_e_l~""t'e::-:-N-on_S_a~-e-ty-R-el-at-e-:d----

I.

~

.,. Sample

Description:

Rock Core MP-202, L6-3 (113.1' to 113.7')

C')

o "P Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

........ Reading Reading (g) (min) (nearest 1%) (min) I I nearest 1%) Change (<0.3%)

....a>~ NA MP-202 L6-3 113.1 -113.7 1.00 3.7 10 40 3.7 20 40 0 Equipment Used: Equipment 10 Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

.... tl) 0 c

-Ill w-

""-I Ill  % Calcite Equivalent per Mass(g) of CaC03

o t1)

"'C 0

~ Calcite Equivalent (%CaC03)

o 0 20 <ID 60 80 100 t1)
I 70 b:::;::::...........................,........ +*- .................................1.... -1 ****************************************************-... -====+j ....................................................................J................................................ *--=i: 10

""'(")

o - 9

........"'C' 60 N I I ******-~+**-* ....... r ....... ** **1- r**** *****- ---*-:.:. _.:=;---- -r * * * *::::::.:::.: ~:***:;:::::..... *::::.:... .:::::::..::. "i  ;:;;:eff" I 8

"' so ......... ,..... ................. ..................................t***** *****************-***** **************l""" ......... ..............................................? ......................... .....

              • - ........................... .......... -* .. 7

<a '--1 *;;;

6

    • -******-*****--***... ........................ .........- ..... -***-******** .... ...... ...................................;............. :2:::: .................- - f ' . .....................*-!* ..............................+ ..........

=:::::::::.-**"- ............... .::.1* *-***- ************-****-****

=-c..:!: 40 -:!:c..

1  ::1

+--- .....

5

.t 30 ........................................ ...... ............ ................ .............................. ............. --" ....... ............................................... .........................................i.".":.:-......- .......... 7:'...... .t 6' .................. 4 u .......... -.-....... -

- "'u0

""I"""""" ................................ ... ....... ................ *-- 3 20 ...................

  • l"""""- *-*.-:.-::.:-": ....... - .... -'

........... ............... ............. 2 10 +*****-

t::::::::::.-::::::.7*:..........--=---f.:-. --+-

t::::**-:..._..:.:::..._.:c:;:;:;;;..*.". *-*** 1

--- -*- .........!...... ......................... _ ......,..... ............_............... .................. ......-.............. .......... ....................--+-- . - ._.........

0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 and 20 min. readings 2 of2

amec:fJ "lJC')

I>>=

(Q  :::l n> n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::T

~~ ,~

.:....c; co.., ProjectNo. 6468-13-1072 Tested by: G. Williams "' \

lr-"i -.,I Date: 12/16/2013 0 c Project Name: Clinch River SMR

-I>> Reviewed by: T. Land4 Date: 12/18/2013 w-

""-11>>

AMEC Lab Location: ....:C:.._h_ar_l..::.o....:tt....:e,'-'N:...._C_ _ _ _ _ _ _ _ _ _ __

I *\\3\~

~ Assignment Sheet Date: ---::,;1,;.0/~1~6:.: /2:.::0..;;,1::::3_ _ _ _ _ _ _ _ _ __

"'C 0

I. Circle One: @ty Rel~Non Safety Related

~

.,. Sample

Description:

Rock Core "MP-202, LI-22 (148.7' to 149.6')

C')

o "P Weight of C02 Pressure (psi)

..... Tare ID Boring ID Sample 10 Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

..... Reading Reading

~ (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

NA MP-202 L 1-22 148.7-149.6 1.00 2.6 10 28 2.6 20 28 0 Equipment Used : Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame~

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

.... tl)

<D..,

0 c

-Ill w-

""-I Ill  % Calcite Equivalent per Mass(g) of CaC03

o t1)

"'C 0

~ Calcite Equivalent (%CaC03)

o 0 20 40 60 80 100 t1) 70 ~----*- *********-~"--
I i ******************! ****- +==******************I***+ ................................ . ===i: 10

""'(")

o ..... !.........* ...*...*_..)_ - I  ! 3111 9 t
=--****-*-**-**---* . i I *************---

........"'C' 60 N 8

"' 50 -***** ..........................................* ********************************************~ 7 c.. ****- .................................. *--*- ---....... 6

=. 40 ..:::"'
  • ---- ****-****** ~

-***-* .. :J

"' *****---- ***-- -- -- 5

~ ................... -*****

c:"' 30 -+-..-*---*-*-* c:"'

N 6' ......................... ~. 4 0 u u 20 3

..................,__ *-- 2 10

.....*. **::[:::;;;;2::.7::7::::::::.7.7......

1 0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 and 20 min. readings 2 of2

amec!J "lJC')

I>>=

(Q  :::l n> n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::T

~~ <¢ Nn>

o.., ProjectNo. 6468-13-1072 Tested by: M. Hamilton'"" *(11/i'f Date: 12/30/2013 0 c Project Name: Clinch River SMR

-I>> Reviewed by: T. Landis Date: 1/6/2014 w-

""-11>>

AMEC Lab Location: . . ::C::h::ar:::.;l:..::o..::tt:::.e,..:N:. . :. .=C_ _ _ _ _ _ _ _ _ _ __ ~,,,3)1+

~

"'C Assignment Sheet Date: ...:.9.:..:/2;.4;.;.;/2~0::1:::.3"""""=-----------

0

I. Circle One: @ety Rei~ Non Safety Related

~

Sample

Description:

Rock Core MP-202, L6-4 (195 .8' to 197.9')

C')

o Weight of C02 Pressure (psi)

"P

..... Tare ID

..... Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

..... Reading Reading

~

(g) (min) I (nearest 1%) (min) (nearest 1%) Change (<0.3%)

NA MP-202 L6-4 195.8- 197.9 1.01 2.5 10 27 2.6 20 28 1.0 2.6 20 28 2.6 30 28 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame&

"lJC')

I>>=

~ ~ ASTM D-4373 Rapid Determination of Carbonate Content of Soils G)

~~

Ntl) 0 c

~ ;.  % Calcite Equivalent per Mass(g) of CaC~

~

"'C

~.,. I 70 ~ "- ------- ~~** * --* **-* 4~~~:~::~:~uiva::~t (%CaC03)6'0 ----- ********' - 80 --*-*-*-***** -- 1~0 10

£ I 60 =.:119

....~

~ t::=. _._ .~::::::. . . _; . _. .::::::L.~:~:.::::::::.=====l .::::::t:~::~::.:_ --:c -- * -*:r::::..: ::::::**:::::::~~::.:.::. _ ___ * £-t" *====t 8

"' so

~

~ 6

-~

- 40 *-** *<****-*--*************************. . --****** ...... **-*** ... -******-*-*******-** ...... *************-- -**

~ ................. *-r----*-** ............ --- -**- ______. _. . .. .. .-*.--*- -- === ==. ~

"' - -- 5 "'

~30 - --= -~-=- - : - __ --: ~- =L- _!* } _ **i=-~ , ~

20 ***************-*

- *****+-- ................ ................. 3

-:: _:::::::_ I****  :~=* -*= ::_:=~ ::._ ~~-- * * ~:.~~~:- ..:=j~* - =~=~:=- .:~-~ _,,,:~~== =~~.:=! 2 10 ***'* -***** ............ ************************************!********* *********************-............... ......................................... **************************************'****** .... ************************************.c.::.:************"-

L... ****************** ***- - - .....

1 o* **-* **<*******--******----***-*-*-*********-r--**-*--- --**-- --==t*******-****--**-***-**-****** _,....... *** **********---**-~*-* *************--**********-*****..., ***********--******************--**-********** ** *******-------*************** **************-*----***-ro 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g) 10 min . reading

- - - - - 2 0 and 30 min readings 2 of2

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~ II'C?i-i Ntl)

N.., Project No. 6468-13-1072 Tested by: M. Hamilton l(ll/llf Date: 12/30/2013 0 c

-Ill Project Name: Clinch River SMR Reviewed by: T. Landis Date: 1/6/2014 w-

""-IDl AMEC Lab Location: _C::....h....:.a"-rl'-'-o"-'tt-'-'e,c.::Ncc.C""------------- /1!, )13)v\

~

"'C Assignment Sheet Date: ..::9..::;/2;.4~/2;:.0::.:1:..:3__,=--:-::----:---=--:---:---

0

~ Circle One: @Oety Rela§g:YNon Safety Related

~

Sample

Description:

Rock Core MP-202, L6-5 (241.0' to 242.4')

""'(")

o "P Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

....~ NA MP-202 L6-5 241.0 - 242.4 1.00 4.5 10 49 4.6 20 51 2.0 4.6 20 51 4.6 30 51 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of2

"'C(")

Ill =

(Q  ::I t1) n ASTM D-4373 Rapid Determination of Carbonate Content of Soils G'):::T

~~

Ntl) w..,

0 c

-Ill w-

""-I Ill

% Calcite Equivalent per Mass(g) of CaC03

o t1)

"'C 0 Calcite Equivalent {%caC03)

~

o 0 20 40 60 80 100 t1)
70 k= ................. *****+" .........................................t ..___ ..........................)..,............................................c...... ....=:~.,_ ............... !..................................................................................... ! ..... - - ...................... ..... <j. . . . l 10 I ..... ******-****** - -

""'(") *I-

o I ,.___  !
I 'it *-*-- J  ! -*- - -- **--*-* -----**-  ::119 "P

.... 60

-r-- .... ---------;--------- . ... --- .:::1 8

........  ::2**r I r i *:::__ *::::::**==r ......... ___ ....::::). :t::t:. . . . . . . . . . ..-.~~~*.t:................................ . **- +

....N

"' 50 ........................................................f.*********-** ...................

.... - 7

.... ~--***-****-::*::-*::::::::::::::.-::***-

-;;;- *u; 0.... 6

................- ................... ......_.. .,_.,, ....... -*-- ...+ ..................... .......it E:

==- 40

~ }-- -* *-

- - ~


5

_.,, ........... _.,_ ............. ................. )..... ......

"'"' . . . . . . . .. . . . .::..1 "'"'

~"' 30 ......... ....................................................  :;:;;>.:....:;* ~"'

N ON ........................ .. ....- ........................... 4 0 u *- ............... .. ..- .......... ...... u 20 ................ ,_ ...............- ............................. ............... ....... 3

!---...... ............................. 2 10

............... --:= ..... .:.: : :-: : -: :. _::::::::.: *:: : :.:*: :.:. .t. . . 1 0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC03 (g) 10 min. reading

- - = = = 20 and 30 min readings 2 of2

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

Ntl)

. J'r'l e.t-f ProjectNo. 6468-13-1072 Tested by: M. Ham1lton i)ll/11-1 Date: 12/27/2013 0 c

-Ill Project Name: Clinch River SMR Reviewed by: T. Landis .p Date: 112/2014 w-

""-IDl AMEC Lab Location: . . :C:..:h:..:a:=rl:..:o.:. :.tte.:2,-=N.. :. .C.::.__ _ _ _ _ _ _ _ _ __ \\,~\'A.

~

"'C Assignment Sheet Date: ---:::~9:.:12:...:4.:...:/2;;.;;0:.;;1=::3:-----------

0

~ Circle One: @ty Relarg!)i Non Safety Related

~

Sample Desc1iption: Rock Core MP-202, L6-6 (247.8' to 249.0')

""'(")

o "P Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading (g) (min) (nearest 1%) (min) I (nearest 1%) Change (<0.3%)

....~ NA L6-6 MP-202 247.8-249.0 1.00 4.9 10 54 4.9 20 54 0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame.

"'C(")

Ill =

(Q  ::I t1) n G'):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

cn!!l 0 c

-Ill w-

""-I Ill  % Calcite Equivalent per Mass(g) of CaC03

o t1)

"'C 0

~ Calcite Equivalent (%CaC03)

o 0 20 40 60 80 100 t1)
I 70 10

""'(")

o 9

"P

.... I 60 N 8

"' 50 7

'iU *;;;

n. 6

==- 40 .e:

QJ QJ

<I) 5 <I)

QJ QJ

.t N

.t.... 30 0 4 0 u u 20 3 2

10 1

0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 and 20 min. readings 2 of2

"tl(")

Ill-IC -*

~ ~

G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;:c N ;::* ~gil a>~ ProjectNo. 6468-13-1072 0  ;;

Tested by: M. Hamilton 1/1*/14 Date: 1/2/2014

-Ill Project Name: Clinch !liver SMR Reviewed by: T. Landis Date:

w-

....,.~:~~

1/6/2014 AMEC Lab Location: -=C:. .:.h.:. :ar.:. :l.: . ot:. :. te:. ,..::.N-'C=----------

i. --- 4*\\3\v\

~

"0 Assignment Sheet Date: . :. 9-::::

/2:::o4_12_ 0...;;1;.;.3-===------- -----

0

~ Circle One: @ty Rela~ Non Safety Related

~

~

Sample

Description:

Rock Core MP-202, L6-9 (385.2' to 385.9')

(")

tJ

~

.... Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

.... Reading Reading

~ (g) (min) I (nearest 1%) (min) (nearest 1%) Change (<0.3%)

a>

NA MP-202 L6-9 385.2- 385.9 1.00 3.5 10 39 3.5 20 39 0.0 L______

Equipment Used: Equipment ID Cal. Due Date Scale CL T-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1 /2015 No. 40 Sieve ---

CL T-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

ame

"'C(")

~=

t1) ~

c;,:T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;u N ;::*

.._.11)

S,c w!!l.

""-1111  % Calcite Equivalent per Mass{g) of CaC~

~

"'C 0

~ Calcite Equivalent {%CaC03)

u 0 20 t1) 40 60 80 100

~ 70

~

10

(")

u 7' 9

.... 60

....~ 8

"' 50 7

0.. "iii 6

=- 40 .:!:

QJ

~

J 5 VI VI 5 VI QJ

~

0.. 30 ~

N 0

u 0 u

3 2

10 1

0 * .. ........................... .. ,.. . . ..... **;-* .. ............ ...,.......

0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

  • -----~ -n ** - ~-~-n *---*-*******

10 and 20 min. readings 2 of 2

amec!J

"'C(")

~=

t1) ~

c;,:T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;u N ;::*

cot!).., ProjectNo. 6468-13-1072 Tested by: M. Hamilton rrt1ft1"{ Date: 1/112014 S,c Project Name: Clinch River SMR.

w!!l. Reviewed by: T. Landis Date: 1/6/2014

-..jill AMEC Lab Location: Charlotte, NC 4,\\:J}V\:

~ ------~------------------------

"'C Assignment Sheet Date: ..:..9;.,:/2:.,4-.;/2~0;.;;1...;;.3.....,..=------------------

0

~ Circle One: @Oety Rela~ Non Safety Related

u t1)

~

~ Sample

Description:

Rock Core MP-401, L6-19 (79.0' to 79.6')

(")

u 7' Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft)

.... sample +/-0 .01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading

....~ (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

"' NA MP-401 L6-19 79.0-79.6 1.01 3.5 10 39 5.2 20 57 18.0 5.2 20 57 6.1 30 68 11 .0 6.1 30 68 6.7 40 74 6.0 6.7 40 74 7.0 50 77 3.0 7.0 50 77 7.0 60 77 0.0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Reaction Chamber Note: If no reaction occurs increase amount of CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

N~

<D..,

0 c

-Ill w-

...... ~:~~  % Calcite Equivalent per Mass(g) of CaC03

a

~

"'0 0

~ Calcite Equivalent (%CaC03)

a

~

0 20 40 60 80 100

~ 70 I 10

(")

a "tl 9

.... I 60 N

... 8 a>

50 7

ro- *;;;

... 6

. 40 .::

QJ

~

I

~ 5 ~

QJ

~ "'

... 30 d:

ON N u 4 0 u

20 3 2

10 1

0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 min. reading

-~~~~*~~~~-- 20 min. reading


30 min. reading

                              • 40 min. reading

- * -

  • 50 and 60 min. readings 2 of 2

ame&

"lJC')

I>>=

(Q  :::l n> n G):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

wn>

o.., ProjectNo. 6468-13-1072 Tested by: M. Hamilton tt;f,1~y Date: 12/27/2013 0 c

-I>> Project Name: Clinch River SMR Reviewed by: T. LandisA Date: 1/2/2014 w-

""-11>>

AMEC Lab Location: -=C~h:.;;ar;;.:l-=:ot:..;.te:.z,..::N..:...C=------------ I 1\'3\\~

~

"'C Assignment Sheet Date: 9/24/2013 0

I. Circle One: ..:..<@:::;:a::;ife~ty;..;..::R.:.;.e:-la:gt>'""'te:::::-:-:-N:-o-n-=s=-a-::-fe-ty-=-R-=el:-at-e-:d----

~

.,. Sample

Description:

Rock Core MP-401, L6-20 (216.4' to 216.9')

C')

o "P Weight of C02 Pressure (psi)

..... Tare ID

..... Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

Reading Reading

~ (g) (min) I (nearest 1%) (min) (nearest 1%) Change (<0.3%)

"' NA MP-401 L6-20 216.4-216.9 1.00 6.3 10 70 8.1 20 90 20 8.1 20 90 8.1 30 90 0 Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No. 40 Sieve CLT-0381 --

4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"lJC')

I>>=

(Q  :::l n> n G):::T ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

....wn>..,

0 c

-I>>

w-

""-II>>  % Calcite Equivalent per Mass(g) of CaC03

0 n>

"'C 0

I. Calcite Equivalent (%CaC03)
0 0 20 40 60 80 100 n>
I 70 C')
0 L. ... ~-p __ : . : : : . : - - * -=i~----.-~~::.::.:~~--~~::~-~---=-1:...

~----****-*--* --- __:- __ ...:::L* .. *:::: - .:1::....:.::.:.____ -.:::::-*:-.:L _::::::::::::::::~:::'r.:::::::- _____~__ ::::L ~::  :- .: *:.-:1::.::::::.::.:::::.::.*.~~:. ~.:.111 9 "P

.... 60 N  ;:;;:;,;~;~.

L :c:: .............. *:::::::.r.::::* ::.~:::::; -***- ***********-****.*. *l-*:::.::.:::::.::: t::  :.::::** -, ............................... *.:r :: ::**-***-***---1---*****.***-*** 74""~=-~.::::.-::::-:: ..... ::;: 8

"' 50 ........................................... .- ............................................... .. ....... ............................. . ****- ........................... . .......................,..................... ................................. .......................

7

-;;;- --~-- -***-*-*-*-***--*---*-*** *v; D. 6

=- 40  !!:

~ _.. _______ ~

J , ..............  :::J

***------- --- - --*--*-*-*-*-*-*-*--*-- -*--****" ***-*-¥.. -***--****-*- -

~*--**- ~*~*-

--*--*-*- -- -** - 5

"'"'~ -*-*-****-*-*-*----- - *-*-*-:::::::.::*--::.....:*::.::::::..___ "'"'~

D.

D. 30 N N 0 4 0 u u 3

2 10 1

o * ***--*-*******-*******-*-*-*-*<*-*- ************** **************1*** ***-*-******* ** ****** ******** -~ *********- ********** *- ** ****r*******************************--j*** -*-*-**************--*-*****-*-~-----*-***-*-******-*** ****s*****-*- *****-***-**--*-*****l***************** * * **************-*-~--*-********* ******************-f o 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 min. reading


~~~ - 20 and 30 min readings 2 of 2

"tl(")

Ill-IC -*

~ ~

G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;:c w

N~

ProjectNo. 6468-13-1072 Tested by: M. Hamilton *\7~1'1 Date: 12/3112013 0  ;;

-Ill Project Name: Clinch River S1\.1R Reviewed by: T. Landis Date:

w-

....,.~:~~

1/6/2014 AMEC Lab Location: Charlotte, NC . /1'3,\,3]\-\

~ ------~------------------------

"0 Assignment Sheet Date: .;:.9-:/2;,4;;.;/2;;.;0;_;1;.,;.3._= ----------------

0

~ Circle One: @ty Rela~ Non Safety Related

~

~

Sample

Description:

Rock Core MP-415, L6-17 (25.1' to 25.7')

(")

tJ

~

.... Weight of C02 Pressure (psii

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

.... Reading Reading

~ (g) (min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

a>

NA MP-415 L6-17 25.1-25.7 1.00 5.0 10 55 5.1 20 56 1.0 5.1 20 56 5.2 30 57 1.0 5.2 57 40

~ --

30 5.2 57 0.0

-'---- 1- -

Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test.

HCL CHLT-00667 3/1/2015 No . 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of 2

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~~

w~

w..,

0 c

-Ill w-

...... ~:~~  % Calcite Equivalent per Mass(g) of CaC03

a

~

"'0 0

~ Calcite Equivalent (%CaC03)

a

~

0 20 40 60 80 100

~ 70 I 10

(")

a "tl 9

.... I 60 N

... 8 a>

50 7

0.. "iii

... 6

. 40 .e

OJ OJ

~

5

"'"'OJ "'OJ 6: 30 6:

N 6' 4 0 u u 20 3 2

10 1

0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

- * * - 10 min. reading

- - 20 min. reading


30 and 40 min. readings 2 of2

"tl(")

Ill-IC -*

~ ~ ASTM D-4373 Rapid Determination of Carbonate Content of Soils G):::r

~;:c w :::* ~

""'~ ProjectNo. 6468-13-1072 Tested by: M. Hamilton ~/to/ILf Date: 12/27/2013 0  ;;

-Ill Project Name: Clinch River SMR Reviewed by: T. Landis~ Date: 1/2/2014 w-

....,.~:~~

AMEC Lab Location: ....:C:..::h:..::a:..:rl..:..ot:.:.te:.z'..::N....:C=------------ ~Q-.,,~,~ ----

~

"0 Assignment Sheet Date: -::-;i-9/..::2....:4..::

/2....:0.c1:::3~---------

0

~ Circle One: @ty Rela~Non Safety Related

~

~

Sample

Description:

Rock Core MP-415, L6-16 (28.5' to 28.9')

(")

tJ

~ Weight of C02 Pressure (psi)

.... Tare ID Boring ID Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv.

.... Time Calc. Equiv.

Reading Reading

~ (g) (min) (nearest 1%) (min) '(nearest 1%) Change (<0.3%)

a> NA MP-415 L6-16 28.5- 28.9 1.00 7.9 10 88 7.9 20 88 0

_c____

Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Note: If no reaction occurs increase amount of Reaction Chamber CLT-0734 9/13/2014 sample to next weight increment and rerun test HCL CHL T-00667 3/1/2015 No. 40 Sieve CLT-0381 4/8/2014

  • Please see attatched Calibration Chart 1 of2

"tl(")

Ill-IC -*

~ ~

G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;:c w :::*

en~

0  ;;

-Ill w-

....,.~:~~ %Calcite Equivalent per Mass(g) of CaC03

~

"0 0

~ Calcite Equivalent (%CaC03)

~ 0 20 40 60 80 100

~

10

(")

"" 70 ~~~~~~~~~~~~~~~~~~

tJ

~ 9

.... 60

~ 8 a>

50 7

0.. *;;;

"' 6 E;

. 40 Q) Q) 5 Ul 5

Ul Ul 5 Ul Q)

~

Q: 30 0..

N 4 0 s" u 20 3 2

10 1

0 ~ ==t=====f"=-=-=:.o.:.o::.o.:r:::.............:.o: .............f: . . . . .... . . . .:-.:::.......f ...........:.o.:.: ...:............::F:.. __. ........:.: .:.::::r:... ..:::.::.... :.c:::~ ..... ~:::

T.......... ___:: .. ....:+/---.........................: ...::T 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)

L __ _ _ __ _ __ _ __ __ _ _ _ _ _ _

- * * - 10 and 20 min. readings 2 of 2

"tl(")

Ill-IC -*

~ ~

G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

~;:c w

a>~

  • ~

ProjectNo. 6468-13-1072 Tested by: M. Hamilton */11//f Date: 12/31/2013 0  ;;

-Ill Project Name: Clinch River S:rvrR w-

....,.~:~~

Reviewed by: T. Landis Date: 1/6/2014 AMEC Lab Location: _:C:.:h:=ar:..:lc:.ot::..:.te:..2,. .;;N.;_C:;___ _ _ _ _ _ _ _ _ __ -""'(i,\\11~

~

"0 Assig1m1ent Sheet Date: .;..9.:,:/2;,4;;.;/2; ;..0;..;1;.;.;3-=------- -----

0

~ Circle One: @ty Rel~ Non Safety Related

~

~

Sample

Description:

Rock Core MP-415, L6-18 (38 .6' to 39.1')

(")

tJ

~

.... Weight of C02 Pressure (psi)

.... Tare ID BoringiD Sample ID Depth (ft) sample +/-0.01 Time Calc. Equiv. Time Calc. Equiv.

.... Reading Reading

~ (g) _(min) (nearest 1%) (min) (nearest 1%) Change (<0.3%)

I a>

NA MP-415 L6-18 38.6- 39.1 1.00 2.4 10 26 2.4 20 26 0.0 1--

Equipment Used: Equipment ID Cal. Due Date Scale CLT-0370 9/18/2014 Reaction Chamber Note: If no reaction occurs increase amount of CL T-0734 9/13/2014 HCL sample to next weight increment and rerun test.

CHL T-00667 3/1/2015 No. 40 Sieve CLT-0381 -

4/8/2014 -

  • Please see attatched Calibration Chart 1 of 2

"tl(")

Ill:::

IC :::1

~ n G):::r ASTM D-4373 Rapid Determination of Carbonate Content of Soils

  • ::tJ

~

~.,o<

..... ~

0 c

-Ill w-

-..~:~~  % Calcite Equivalent per Mass(g) of CaC03

tJ

~

"0 0

~ Calcite Equivalent (%CaC03)

tJ

~ 0 2.0 40 60 80 100

~ I 70

~ 10

(")

tJ

~ 9

.... I 60 N

... 8 a>

so 7

0.. v; 6

==.. 40

"' E:

~

"' 5 "'"'

ll:. 30 ll:."'

6' u "'u0 2.0 3 2.

10 1

0 0 0 0.2 0.4 0.6 0.8 1 Mass CaC0 3 (g)


- - - - - - * - - - - --*----*-*-*-*-----__)

10 and 20 min. readings 2 of 2