SDMS DOCID#1142213 PTS Laboratories · 2021. 2. 25. · (3) Water= 0.9996 glee Vb = Bulk Volume, cc; Pv = Pore Volume, cc; NO = Not Detected API RP40 TOTAL PORE FLUID SATURATIONS

SDMS DOCID#1142213

PTS Laboratories

Project Name: Project Number:

CORE 10

Received 12116/09

ABI-10-121009

ABI-20-121 009

ABI-30-121 009

ABI-40-121 009

ABI-50-121009

ABI-60-121109

ABI-70-121109

AB 1-80-1211 09

ABI-90-121109

ABI-105-121109

ABI-113-121409

TOTALS:

N/A 14682.013

Depth ft.

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

11 cores

Laboratory Test Program Notes

Core Grain Size Recovery Analysis

ft. ASTM 04464 Plugs: Grab

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

0.5 X

5.5 11

PTS File No: 391067 Client: AMEC Geomatrix

TEST PROGRAM TOC/foc Effective A/W Drng. Walkley- Porosity Capillarity

Black Mod. ASTM 0425 Pkg. Notes Grab Vert. 1.5" Vert. 1" Keep core frozen

X X X

X X X

X X X

X X X

X X X

X X X

X X X

X X X

X X X

X X X

X X X

11 11 11

PTS File No: Client:

PROJECT NAME: PROJECT NO:

SAMPLE I D.

ABI-1 0-121009

ABI-20-121 009

ABI-30-121 009

ABI-40-121 009

ABI-50-121009

ABI-60-1211 09

ABI-70-1211 09

ABI-80-121109

ABI-90-1211 09

ABI-105-1211 09

ABI-113-121409

Blank

SRM 0065-542

QC DATA

SRM 10/Lot No.

0065-542

NO = Not Detected

PTS Laboratories

391067 AMEC Geomatrix

ORGANIC CARBON DATA- TOC (foe)

N/A 14682.013

DEPTH, ft.

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

(METHODOLOGY: WALKLEY-BLACK)

ANALYSIS ANALYSIS SAMPLE DATE TIME MATRIX

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 SOIL

12/31/09 1600 BLANK

12/31/09 1600 SOIL

QC Performance

REC (%) Control Limits Certified Value, Acceptance Limits,

mg/kg mg/kg

71 34-247 3340 808-5870

FRACTION ORGANIC TOTAL ORGANIC

CARBON, CARBON,

gig mg/kg

4.00E-04 400

7.10E-04 710

1.25E-03 1250

1.40E-03 1400

2.40E-04 240

1.60E-04 160

3.20E-04 320

8.30E-04 830

4.20E-04 420

6.60E-04 660

2.50E-04 250

NO NO

2.38E-03 2380

PTS Laboratories


PHYSICAL PROPERTIES DATA- DRAINAGE (EFFECTIVE) POROSITY

PROJECT NAME: N/A PROJECT NO: 14682.013

METHODS· Mod ASTM 0425 Mod ASTM 0425

SAMPLE TOTAL EFFECTIVE

SAMPLE DEPTH, ORIENTATION POROSITY, POROSITY, I D. ft. (1) %Vb %Vb

ABI-1 0-121009 N/A v 41.7 30.9

ABI-20-121009 N/A v 41.3 20.1

ABI-30-121 009 N/A v 39.3 15.3

ABI-40-121 009 N/A v 52.5 13.8

ABI-50-121009 N/A v 45.6 17.3

ABI-60-1211 09 N/A v 29.9 14.6

ABI-70-121109 N/A v 30.0 12.5

ABI-80-1211 09 N/A v 27.4 10.1

ABI-90-121109 N/A v 43.5 30.0

ABI-1 05-121109 N/A R 38.6 15.0

ABI-113-121409 N/A v 36.5 19.0

(1) Sample Orientation: H = horizontal; V =vertical; R = remold; Vb = Bulk Volume

PTS Laboratories


SAMPLE PROPERTIES- AIR/WATER CAPILLARY PRESSURE


API RP40/ METHODS· ASTM 02216

SAMPLE MOISTURE SAMPLE DEPTH, ORIENTATION CONTENT,

10. ft. (1) %weight

ABI-10-1 21009 N/A v 4.8

ABI-20-121 009 N/A v 13.9

ABI-30-121 009 N/A v 11 .3

ABI-40-121 009 N/A v 48.7

ABI-50-121 009 N/A v 24.6

ABI-60-121109 N/A v 9.0

ABI-70-1 21109 N/A v 12.6

ABI-80-1211 09 N/A v 13.0

ABI-90-121109 N/A v 10.0

ABI -1 05-121109 N/A R 13.4

ABI-113-121409 N/A v 20.5

(1) Sample Orientation: H = horizontal; V =vertical; R =remold

API RP 40 API RP40

DENSITY POROSITY, %Vb (2)

BULK, I GRAIN,

TOTAL l AIR glee glee FILLED

1.51 2.64 42.7 35.4

1.64 2.63 37.6 14.7

1.65 2.63 37.4 18.8

1.11 2.63 57.9 3.9

1.49 2.64 43.5 6.8

1.81 2.58 29.8 13.5

1.89 2.67 29.4 5.6

1.79 2.70 33.6 10.4

1.48 2.63 43.6 28.8

1.56 2.67 41.5 20.6

1.70 2.65 36.1 1.2

(2) Total Porosity= all interconnected pore channels; Air Filled= pore channels not occupied by pore fluids

(3) Water= 0.9996 glee

Vb = Bulk Volume, cc; Pv = Pore Volume, cc; NO = Not Detected

API RP40

TOTAL PORE FLUID

SATURATIONS (3), %Pv

17.0

60.8

49.7

93.2

84.3

54.8

80.8

69.1

34.1

50.4

96.5

PTS Laboratories


PERMEABILITY DATA- AIR/WATER CAPILLARY PRESSURE


METHODS·

SAMPLE DEPTH, SAMPLE I D. ft. ORIENTATION (1\

ABI-10-121009 N/A v

ABI-20-121 009 N/A v

ABI-30-121 009 N/A v

ABI-40-121 009 N/A v

ABI-50-121 009 N/A v

ABI-60-121109 N/A v

ABI-70-121109 N/A v

ABI-80-1211 09 N/A v

ABI-90-1211 09 N/A v

ABI-1 05-121109 N/A R

ABI-113-121409 N/A v

(1) Sample Orientation: H = horizontal; V =vertical; R =remold

(2) No pore fluids in place

SPECIFIC PERMEABILITY TO AIR,

millidarcy (2)

3123

153

375

57.5

124

4821

3839

4578

7091

325

502

(3) Permeability to water and hydraulic conductivity measured at saturated conditions

API RP 40· EPA 9100

25 PSI CONFINING STRESS

SPECIFIC HYDRAULIC PERMEABILITY TO WATER, CONDUCTIVITY,

millidarcy (3) cm/s {3)

523 5.10E-04

9.92 9.63E-06

6.44 6.23E-06

0.58 5.60E-07

8.25 7.98E-06

18.2 1.78E-05

1.29 1.27E-06

7.74 7.59E-06

1140 1.11 E-03

7.28 6.98E-06

76.9 7.59E-05

PTS Laboratories


AIR/WATER CAPILLARY PRESSURE TABULAR DATA (ASTM 0 6836; Centrifugal Method: air displacing water)


Sample ID

Capillary Pressure Height Above ABI-10-121009 Water Table, Saturation,

I Moisture, psi I em water ft % pore volume %dry weight

0.000 0.00 0.000 100.0 23.0 0.078 5.48 0.180 100.0 23.0 0.175 12.3 0.406 100.0 23.0 0.312 21.9 0.722 100.0 23.0 0.487 34.3 1.13 100.0 23.0 0.701 49.3 1.62 99.6 22.9 0.955 67.1 2.21 96.8 22.3 1.25 87.7 2.89 91.6 21.1 1.95 137 4.51 77.2 17.7 3.29 232 7.62 60.5 13.9 4.99 351 11 .5 51.7 11 .9 7.79 548 18.0 44.6 10.3 17.5 1233 40.6 37.6 8.7 31.2 2192 72.2 34.1 7.8

100

10

0.1

0.01 0 10

AMEC Geomatrix PTS File No.: 391067

CAPILLARY PRESSURE Centrifugal Method

Air Displacing Water System - ASTM D6836

Project Name: N/A Project No: 14682.013

Sample ID: ABI-10-121009 Depth, ft: N/A

\ \

' ~ ._____ ~ , ____

'

20 30 40 50 60 70 80 90

Water Saturation, percent pore volume

- 100.0

- 10.0

'\ ~~ 1.0

0

0

0

- 0.1

•• 100

I I I I I I I I I I I I I II II II I I I I I 1 I I I I I I I t II I II II I I II I I I I I I I I I I I I I II I I I ! I t II I ! t! I II I I I t I I I II II II II d II II I I I I 1 I t I I I I II I t I I ! I ! I

0 2 4 6 8 10 12 14 16 18 20 22

Moisture Content, percent dry weight

¢::

ai ::0 ro f-.... Q)

-ro s: Q) > 0 .0 <(

.:E 0)

"(j) I

PTS Laboratories


AIR/WATER CAPILLARY PRESSURE TABULAR DATA (ASTM 06836; Centrifugal Method: air displacing water)


Sample 10

Capillary Pressure Height Above ABI-20-121 009 Water Table, Saturation,

I Moisture,

psi I em water ft % pore volume %dry weight

0.000 0.00 0.000 100.0 21.7 0.080 5.63 0.185 100.0 21.7 0.180 12.7 0.417 100.0 21.7 0.320 22.5 0.741 100.0 21.7 0.500 35.2 1.16 100.0 21.7 0.720 50.6 1.67 100.0 21.7 0.980 68.9 2.27 100.0 21.7 1.28 90.0 2.96 99.7 21.6 2.00 141 4.63 98.3 21.3 3.38 238 7.83 94.0 20.4 5.12 360 11 .9 88.9 19.3 8.00 563 18.5 82.1 17.8 18.0 1266 41.7 70.2 15.2 32.0 2251 74.1 62.5 13.6

100

10

0.1

0.01 0 10






- 100.0

~ -

~ 1'.

- 10.0

0

0 - 1.0

0

0

0

- 0.1

20 30 40 50 60 70 80 90 100


I t I I I I I I I I I I I I I I I I t " t I I I I II ! I [ I II I I I II I ! I II I I I t I I I I t I I I I I I I I I I II I t II I I I t I II I I I I I I II I I II I I I I t I I I II I 1 I I I I II I I I

0 2 4 6 8 10 12 14 16 18 20


.::= a)

::0 ro 1-..... CJ.) ...... ro

3;: CJ.) > 0

..0 <(

1: Ol

'Q) I

PTS Laboratories




Sample ID


I Moisture,


0.000 0.00 0.000 100.0 20.3 0.080 5.66 0.186 100.0 20.3 0.181 12.7 0.419 100.0 20.3 0.322 22.6 0.745 100.0 20.3 0.503 35.4 1.16 100.0 20.3 0.724 50.9 1.68 100.0 20.3 0.986 69.3 2.28 100.0 20.3 1.29 90.5 2.98 99.7 20.2 2.01 141 4.65 97.9 19.8 3.40 239 7.87 94.8 19.2 5.15 362 11.9 91.3 18.5 8.05 566 18.6 86.5 17.5 18.1 1273 41 .9 77.8 15.8 32.2 2263 74.5 72.2 14.6

0) ·u; 0.

a) .... ::l (J) (J) Q) .... a. 2:-Cil

0. Cll ()

100

10

0.1

0.01 0 10





Sample ID: ABI-30-121 009 Depth, ft: N/A

~ ~

"

20 30 40 50 60 70 80 90


- 100.0

- 10.0

4. 4. - 1.0

0

4.

4.

- 0.1

100

I t t r t t 11 1 t I t 1 t t 11 t t 1 I 11 t t 1 t 1 1 t I 1 t 11 t t t t t I 11 t t t 1 1 1 1 I 1 r t 1 1 1 1 1 t I 1 t t r 1 11 11 I 1 t t t t t 11 t I 1 ' t t ' t 1 t t I 11 t t t t 11 t I t

0 2 4 6 8 10 12 14 16 18 20


.::::: a) :0 Cll f-.... Q)

(15 s: Q)

> 0 .0 <( ..... ..c 0) "(j) I

PTS Laboratories




Sample ID


I Moisture,

psi I em water ft % pore volume %dry weiqht

0.000 0.00 0.000 100.0 54.3 0.076 5.35 0.176 100.0 54.3 0.171 12.0 0.396 100.0 54.3 0.304 21.4 0.704 100.0 54.3 0.475 33.4 1.10 100.0 54.3 0.684 48.1 1.58 100.0 54.3 0.932 65.5 2.16 100.0 54.3 1.22 85.5 2.82 99.8 54.1 1.90 134 4.40 98.8 53.6 3.21 226 7.44 97.5 52.9 4.87 342 11.3 95.9 52.0 7.60 535 17.6 93.9 50.9 17.1 1203 39.6 88.8 48.2 30.4 21 39 70.4 84.7 46.0

100

10

OJ ·;n 0.

a) to... ::l CJ) CJ) Q) 1 to...

0..

~ ro ·-0. ro

(.)

0.1

0.01 0 10


Air Displacing Water System- ASTM D6836



Sample ID: ABI-40-121 009 Depth, ft: N/ A

- 100.0

\ 1\

- 10.0

4

u 0

J~ 1.0

0

4.

4.

- 0.1

20 30 40 50 60 70 80 90 100


I I II I I I I t I I I I I I I I I I I I I I I II I I I I I I I II I I I t I I I I I I I I I I t! II t I I II I 1 I I I I I I 1 I I I I I I I I I I I I I I t I 1 I I t I 11 I t I I I I I II I I I II I I I I I

0 5 10 15 20 25 30 35 40 45 50


~ a)

..0 ro f-to... Q)

ro ~ Q)

> 0

..0 <(

.E OJ "ii) I

PTS Laboratories




Sample ID


I Moisture,

psi l em water ft % pore volume %dry weight

0.000 0.00 0.000 100.0 27.3 0.081 5.69 0.1 87 100.0 27.3 0.182 12.8 0.421 100.0 27.3 0.323 22.7 0.749 100.0 27.3 0.505 35.5 1.17 100.0 27.3 0.728 51.2 1.68 100.0 27.3 0.991 69.7 2.29 100.0 27.3 1.29 91.0 2.99 100.0 27.3 2.02 142 4.68 99.3 27.1 3.42 240 7.91 97.1 26.5 5.18 364 12.0 92.7 25.3 8.09 569 18.7 84.7 23.1 18.2 1279 42.1 69.3 18.9 32.3 2274 74.9 60.6 16.5

100

10

0> '(ii c.. ai L..

:::J (J) (J) <!) L.. 1

0... >-L..

j!l ·a. ro ()

0.1

0.01

-

0 10



Air Displacing Water System - ASTM 0 6836



~ ~ ~

20 30 40 50 60 70 80 90


- 100.0

- 10.0

-

0

0

0 - 1.0

0 -

0

4~

- 0.1 -

-

100

I ' I t II 1 1 t I I , I I I I I I I I I , II I I I I I I I I I I I 1 II I " I t I II I II I , , !I I II I I I I , I II I I I I I I I I II I I I I I I II I I I I I I " I I I I II I I I I , I I 1 t I I I I I I I II I I I I I I II II I II I I , , t I ! I I

0 2 4 6 8 10 12 14 16 18 20 22 24 26


¢::

ai :0 ro 1-

L.. <!)

ro ~ <!) > 0 .0 <l:: 1:: 0> ·a:;

I

PTS Laboratories




Sample ID

Capillary Pressure Height Above ABI-60-121109 Water Table, Saturation, I Moisture,


0.000 0.00 0.000 100.0 14.5 0.080 5.63 0.185 100.0 14.5 0.180 12.7 0.417 100.0 14.5 0.320 22.5 0.741 100.0 14.5 0.500 35.2 1.16 97.8 14.2 0.720 50.6 1.67 92.3 13.4 0.980 68.9 2.27 87.9 12.8 1.28 90.0 2.96 84.5 12.3 2.00 141 4.63 79.0 11.5 3.38 238 7.83 73.5 10.7 5.12 360 11 .9 69.5 10.1 8.00 563 18.5 65.8 9.6 18.0 1266 41.7 59.2 8.6 32.0 2251 74.1 55.8 8.1

OJ ·u; a. ai ..... :J (/) (/)

100

10

~ 1 Cl...

C' C1l

a. C1l

(_)

0.1

0.01 0 10


Air Displacing Water System - ASTM 0 6836

AMEC Geomatrix PTS Fi le No.: 391067



- 100.0

\ 1\ \ ~

-

"

10.0

~

'1, 1.0

0

0

- 0.1

20 30 40 50 60 70 80 90 100


I t t r r t r t 1 t I r 1 t 1 t 1 t t r I t t r ' ' 1 1 t 1 I 1 t 1 t 1 r t 1 1 I ' 1 1 t t 1 1 1 1 I 1 1 1 t t 1 t t r I 1 t 1 t ' ' t 1 1 I t 1

0 2 4 6 8 10 12 14


.;=

a.l :c

C1l 1-..... Q)

-ro s Q) > 0 .0 <(

1: OJ

"Q) I

PTS Laboratories




Sample ID


I Moisture,


0.000 0.00 0.000 100.0 13.9 0.081 5.69 0.187 100.0 13.9 0.182 12.8 0.421 100.0 13.9 0.323 22.7 0.749 100.0 13.9 0.505 35.5 1.17 100.0 13.9 0.728 51.2 1.68 99.5 13.8 0.991 69.7 2.29 98.9 13.7 1.29 91.0 2.99 97.7 13.6 2.02 142 4.68 95.0 13.2 3.42 240 7.91 91.0 12.6 5.18 364 12.0 87.6 12.2 8.09 569 18.7 83.7 11.6 18.2 1279 42.1 76.3 10.6 32.3 2274 74.9 70.7 9.8

100

10

OJ "(i) 0.

a>" ..... ::J en en Q) ..... 1

0... >. ..... ~ ·-0. ro

(.)

0.1

0.01 0 10






~ ~

\

20 30 40 50 60 70 80 90


- 100.0

- 10.0

1 u

- 1.0

u

0

0

- 0.1

100

I I I t 1 t I I I I I I I I I I I I I I I I t I I I I I I I I I I I t I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I t t I I I 1 I

0 2 4 6 8 10 12


.:;:: a>" :0 ro f-..... Q) -ro :s: Q) > 0 .0 <(

.E OJ

"(ii I

PTS Laboratories




Sample ID


I Moisture, psi I em water ft % pore volume %dry weight

0.000 0.00 0.000 100.0 15.4 0.080 5.61 0.185 100.0 15.4 0.180 12.6 0.416 100.0 15.4 0.319 22.5 0.739 100.0 15.4 0.499 35.1 1.15 98.9 15.2 0.718 50.5 1.66 96.7 14.9 0.978 68.8 2.26 94.6 14.6 1.28 89.8 2.96 92.8 14.3 2.00 140 4.62 89.2 13.7 3.37 237 7.81 84.4 13.0 5.11 359 11.8 80.9 12.5 7.98 561 18.5 77.2 11.9 18.0 1263 41.6 69.6 10.7 31.9 2245 73.9 64.2 9.9

OJ 'Cii 0..

ai .... :::J (/) (/)

100

10

~ 1 D...

2:' ~ ·a. ro ()

0.1

0.01 0 10



AMEC Geomatrix PTS File No. : 391067



- 100.0

\ ~

\ - 10.0

,, \ 1.0

h

0

H

- 0.1

,. 20 30 40 50 60 70 80 90 100


I t t 1 1 t 1 t t 1 I 1 t t 1 t 1 t 1 1 It t 1 1 t 1 t 1 1 I t 1 1 1 1 1 1 1 t I 1 1 1 1 t t 1 1 r I ' 1 t 1 t 1 t t t I 1 1 1 t r 1 1 1 1 J 1 1 1 t 1 1 t

0 2 4 6 8 10 12 14


.:::: ai :0 ro 1-.... Q)

-m 5: Q) > 0 .0 <{ -.£:. OJ '(j) I

PTS Laboratories


AIR/WATER CAPILLARY PRESSURE TABULAR DATA (AST M 06836; Centrifugal Method: air displacing water)


Sample ID


I Moisture,


0.000 0.00 0.000 100.0 26.9 0.081 5.70 0.188 100.0 26.9 0.182 12.8 0.422 100.0 26.9 0.324 22.8 0.751 99.2 26.7 0.507 35.6 1.17 89.7 24.1 0.730 51 .3 1.69 78.5 21 .1 0.993 69.8 2.30 68.2 18.3 1.30 91 .2 3.00 60.3 16.2 2.03 143 4.69 51.5 13.9 3.43 241 7.93 44.4 11 .9 5.19 365 12.0 40.4 10.9 8.11 570 18.8 36.4 9.8 18.2 1283 42.2 30.0 8.1 32.4 2280 75.1 26.9 7.2

100

10

0.1

0.01

-

-

0 10





\ 1\

\ ~ ~


~ -r---.

-

-

~ ~

0

0

-

"" 20 30 40 50 60 70 80 90 100


100.0

10.0

1.0

0.1

lr r rrr r rr rl r r t r r r r r r l rrr r rrr r r lr rtt r rrr r lr rttr r rr rl r r rtrrt r rlrrrt r tt r r l r r tttt t t r lrr t tt t ttt ! t tttt t tttlrr t t tt t t t l r rt t ttt t r l rrtt rr rtr l rrrr

0 2 4 6 8 10 12 14 16 18 20 22 24 26


¢::

ai ::0 ro f-.._ Q)

ro ~ Q)

> 0 .0 <(

E OJ

'Ci) I

PTS Laboratories




Sample ID

Capillary Pressure Height Above ABI-1 05-121109 Water Table, Saturation,

I Moisture,


0.000 0.00 0.000 100.0 21.9 0.087 6.15 0.202 100.0 21 .9 0.197 13.8 0.455 100.0 21.9 0.350 24.6 0.809 100.0 21 .9 0.546 38.4 1.26 100.0 21.9 0.787 55.3 1.82 100.0 21.9 1.07 75.3 2.48 98.8 21.7 1.40 98.4 3.24 97.0 21.3 2.19 154 5.06 93.9 20.6 3.69 260 8.55 90.2 19.8 5.60 393 13.0 86.7 19.0 8.74 615 20.2 82.6 18.1 19.7 1383 45.5 75.8 16.6 35.0 2459 80.9 71.3 15.6

.Ql C/) 0..

cu· .... :::J C/) C/)

~ 0..

~ ro 0.. ro ()

100

10

0.1

0.01 0 10


Air Displacing Water System- ASTM D6836




- 100.0

\

\ - 10.0

h 0

- 1.0 0

0

0

- 0.1

20 30 40 50 60 70 80 90 100


I ! I II I ! I I, , I ! I ll I I I, , , , ,! I l l It l tt l llll! t l I t I I I I t ,, , , I I t ! III II I I l l I II t , j,, I II t , , , , t I I l l ll l l l ttlll l lll l l t 1 !Ill I I

0 2 4 6 8 10 12 14 16 18 20


~

Q) :0 ro I-.... Q)

1U ~ Q) > 0 .0 <(

.E 0> "(j) I

PTS Laboratories




Sample ID


I Moisture,


0.000 0.00 0.000 100.0 20.4 0.078 5.49 0.181 100.0 20.4 0.176 12.4 0.407 100.0 20.4 0.313 22.0 0.723 100.0 20.4 0.488 34.3 1.13 100.0 20.4 0.703 49.5 1.63 100.0 20.4 0.957 67.3 2.22 100.0 20.4 1.25 87.9 2.89 99.6 20.3 1.95 137 4.52 98.1 20.0 3.30 232 7.64 92.4 18.8 5.00 352 11 .6 83.8 17.1 7.82 549 18.1 73.4 15.0 17.6 1236 40.7 56.3 11 .5 31 .3 2198 72.3 46.8 9.5

.Ql (/)

a.

~ :J (/) (/)

~ a.. ~ ~ a. ro 0

100

10

0.1

0.01 0 10





Sample ID: ABI-113-121109 Depth, ft: N/ A

~

~ ~

' ~

20 30 40 50 60 70 80 90


- 100.0

- 10.0

~

0

~- 1.0

0

0

0

- 0.1

"' 100

I I 1 I ! II 1 I I I I I I I I I I I I I I I II I t I 1 I I I I II I II I 1 I I I I I I I I II I I I I II I I II I I 1 II I II I I I II I I I I I I I I I I I I I I I I I I I I I I I II I I I I I

0 2 4 6 8 10 12 14 16 18 20


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PTS Laboratories, Inc.

PROJECT NAME: PROJECT NO:

N/A 14682.013

PARTICLE SIZE SUMMARY (METHODOLOGY: ASTM D422/D4464M)

AMEC Geomatrix

PTS File No: 391 067

Median Particle Size Distribution, wt. percent Silt Mean Grain Size Grain Size L Sand Size I I &

Sample ID Depth, ft. Description (1) mm Gravel I Coarse I Medium I Fine I Silt Clay Clay

ABI-1 0-121009 N/A Fine sand 0.266 0.00 0.00 22.98 58.55 15.11 3.36 18.46

ABI-20-121 009 N/A Fine sand 0.068 0.00 0.00 9.56 38.14 40.06 12.23 52.29

ABI-30-121 009 N/A N/A 24.551 72.96 6.35 10.16 7.30 (2) (2) 3.23

ABI-40-121009 N/A Gravel 0.654 35.53 2.1 8 20.62 22.87 (2) (2) 18.80

ABI-50-121009 N/A Silt 0.044 0.00 0.00 0.73 27.06 61 .28 10.93 72.21

ABI-60-1211 09 N/A N/A N/A 70.51 11.08 14.06 3.48 (2) (2) 0.87

ABI-70-1211 09 N/A N/A N/A 79.17 8.91 7.99 2.86 (2) (2) 1.07

ABI-80-1211 09 N/A N/A N/A 82.27 2.41 10.50 3.96 {2) (2) 0.85

ABI-90-1211 09 N/A Medium sand 0.591 0.00 0.00 67.46 19.24 10.44 2.86 13.30

ABI-1 05-121109 N/A N/A 19.271 72.13 2.86 7.79 9.31 (2) (2) 7.91

ABI-1 13-121409 N/A Fine sand 0.224 0.00 0.00 26.70 45.88 21 .86 5.56 27.42

(1) Based on Mean from Trask {2) Mechanical sieve does not differentiate silt/clay fractions

PTS Laboratories, Inc. Particle Size Analysis - ASTM D4464M

Client: AMEC Geomatrix PTS File No: 391067

Project: N/A Sample ID : ABI-1 0-121009

Project No: 14682.013 Depth, ft: N/A

I Grv I San d Size I Silt I C lay I crs I meaium I Tine

14 100

-~ - 90 12

. 80

10 70 ~

~ 7 0 0

. 60 i ~ 8

r- I 50 ~ '0 ...-Q)

I - :;:

c: 6 Cl)

'(ij . 40 3

~ r- E 4 v - 30 8

- r- v -r-

20 2 v r-1

v ll.

1 r l 10

0 c -- __...-- I J I I r 1 I I h--,

0 ;{) (2; Ol f'- § ~ fiS f'- l{) 12 (") N (") 0 0 § f'- l{)

co f2 f'- N ~ ~ ~ ,... f'- f'-

(") (") '"": N ,... ,... 0 N 0 Ol (")

0 C"i ,... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0

0 0 0 0

Particle Size, mm

Sample Increment Cumulative Cumulative Weight Percent greater than

Opening Phi of u.s. Weight, Weight, Weight, Weight I Phi I Particle Size

Inches J Millimeters Screen No. grams percent percent percent Value I Inches I Millimeters

0.2500 6.351 -2 .67 1/4 0.00 0.00 0.00 5 0.32 0.0316 0.802 0.1873 4.757 -2.25 4 0.00 0.00 0.00 10 0.69 0.0244 0.619 0.1324 3.364 -1.75 6 0.00 0.00 0.00 16 1.00 0.0197 0.500 0.0787 2.000 -1.00 10 0 .00 0.00 0.00 25 1.32 0.0158 0.401 0.0468 1.189 -0.25 16 0.70 0.70 0.70 40 1.69 0.0122 0.310 0.0331 0.841 0.25 20 3.51 3.51 4 .21 50 1.91 0.0105 0.266 0.0278 0.707 0.50 25 2.88 2.88 7.09 60 2.16 0 .0088 0.224 0.0234 0.595 0.75 30 3 .77 3.77 10.86 75 2 .81 0.0056 0.142 0.0197 0.500 1.00 35 5.14 5.14 16.00 84 4.20 0.0021 0.054 0 .0166 0.420 1.25 40 6.99 6.99 22.98 90 5.55 0.0008 0.021 0 .0139 0.354 1.50 45 7.51 7.51 30.49 95 7.01 0 .0003 0.008 0.01 17 0.297 1.75 50 12.50 12.50 42.99 0.0098 0.250 2.00 60 11.10 11.10 54.09 Measure I Trask I Inman I Folk-Ward 0.0083 0.210 2.25 70 9.45 9.45 63.53 Median, phi 1.91 1.91 1.91 0.0070 0.177 2.50 80 6.70 6.70 70.23 Median, in. 0.0105 0 .0105 0.0105 0.0059 0.149 2.75 100 4.14 4.14 74.37 Median, mm 0.266 0.266 0.266 0.0049 0.125 3.00 120 2.55 2.55 76.92 0.0041 0.105 3.25 140 1.76 1.76 78.68 Mean, phi 1.88 2.60 2.37 0.0035 0.088 3.50 170 1.46 1.46 80. 14 Mean, in. 0.0107 0.0065 0.0076 0.0029 0.074 3.75 200 1.40 1.40 81.54 Mean, mm 0.272 0. 165 0.193 0.0025 0.063 4.00 230 1.38 1.38 82.92 0.0021 0.053 4.25 270 1.32 1.32 84.24 Sorting 1.679 1.602 1.816

0.00174 0.0442 4.50 325 1.25 1.25 85.49 Skewness 0.897 0.433 0.479 0.00146 0.0372 4.75 400 1.18 1.18 86.67 Kurtosis 0.217 1.089 1.836

0.00123 0.0313 5.00 450 1.11 1.11 87.78 Grain Size Description I Fine sand 0.000986 0 .0250 5.32 500 1.33 1.33 89.11 (ASTM-USCS Scale) (based on Mean from Trask)

0.000790 0.0201 5.64 635 1.26 1.26 90.37 0.000615 0.0156 6 .00 1.33 1.33 91 .70 Description I Retained : I Weight 0.000435 0 .0110 6 .50 1.72 1.72 93.42 on Sieve# Percent 0.000308 0.00781 7.00 1.55 1.55 94.97 Gravel 4 0.00 0.000197 0.00500 7 .65 1.68 1.68 96.64 Coarse Sand 10 0 .00

O.oooo77 0.00195 9.00 2.27 2.27 98.91 Medium Sand 40 22.98 0.000038 0.000977 10.00 0.77 0.77 99.68 Fine Sand 200 58.55 0 .000019 0.000488 11.00 0.29 0.29 99.97 Silt >0.005 mm 15.11 0.000015 0.000375 11 .38 0.03 0.03 100.00 Clay <0.005 mm 3.36

TOTALS 100.00 100.00 100.00 Total 100

© PTS Laboratorres, Inc. Phone: (562 ) 907-3607 Fax: (562 ) 907-3610


Client: AMEC Geomatrix PTS File No: 391067 Project: N/A Sample ID: ABI-20-121 009 Project No: 14682.013 Depth, ft: N/A

I Grv I Sand S ize I Silt I Clay I crs I m ea lum I line

9 100

8 - 90

7 .. 80

~6 70

~ 0 0

60 i ~5 "t:l ,_r-.-- .,.....:: .-- ,....- ;-- 50 ~ ~4 :;:::

r-- p ,....- til ·n; v . 40 3 - v ,....-,....-,....- E ~3 ;-- r-- v ,..-r--

30 8 v 1--r--

2 · r-- r--r-- r- v 20

1 . r---r-- vv

vv n 10

0 ,__., t-r--1--v

0 u:; (b Ol r-- 0 ~ &S r-- 1.() ~ (")

~ (") 0 0 0 r-- 1.()

co 0 &S r-- N CD c;:; ~ &S r-- r--(") (") ~ r-- (") N ~ ~ 0 0 N 0 Ol (")

cO (") ~ ci ci ci ci ci ci ci ci 0 0 0 8 8 8 ci ci ci ci ci 0 0 ci ci

Particle Size, mm

Sample Increment Cumulative Cumulative Weight Percent greater than Opening Phi of u.s. Weight, Weight, Weight, Weight Phi I Particle Size

Inches I Millimeters Screen No. grams percent percent percent Value J Inches !Millimeters

0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 5 0.71 0.0240 0.610 0. 1873 4.757 -2.25 4 0.00 0.00 0.00 10 1.30 0.0160 0.405

3.364 ~-:-75 6 0.00 -------

16 1.85 0.0109 0.278 0.1324 0.00 0.00 0.0787 2.000 -1.00 10 0.00 0.00 0.00 25 2.44 0.0073 0.185 -- -0.0468 1.189 -0.25 16 0.21 0.21 0.21 40 3 .29 0.0040 0.102 0.0331 0.841 0.25 20 2.18 2.18 2 .39 50 3.88 0.0027 0.068 0.0278 0.707 0.50 25 1.31 1.31 3.70 60 4.44 0.0018 0.046 0.0234 0.595 0.75 30 1.53 1.53 5.23 75 5.81 0.0007 0.018 0.0197 0.500 1.00 35 2.00 2.00 7.23 84 7.10 0.0003 0 .007 0.0166 0.420 1.25 40 2 .33 2 .33 9.56 90 8.02 0.0002 0.004

--0-.0139 0.354 1.50 45 2.07 2.07 - 11 .63- 95 8.87 0.0001 0.002 0.0117 0.297 1.75 50 3 .11 3.11 14.75 0.0098 0 .250 2.00 60 3.16 3.16 17.91 Measure I Trask I Inman I Folk-Ward 0.0083 0.210 2.25 70 3.82 3.82 21.73 Median, phi 3.88 3.88 3.88 0.0070 0.177 2.50 80 4.37 4.37 26.10 Median, in. 0.0027 0.0027 0 .0027 0.0059 0 .149 2.75 100 4.59 4.59 30.69 Median, mm 0.068 0.068 0.068 0.0049 0 .1 25 3.00 120 4.42 4.42 35.11 0.0041 0.105 3.25 140 4.18 4.18 39.29 Mean, phi 3.30 4.47 4.27 0.0035 0.088 3.50 170 4.13 4.13 43.43 Mean, in. 0.0040 0.0018 0.0020 0.0029 0.074 3.75 200 4.28 4.28 47.71 Mean, mm 0.101 0.045 0.052 0.0025 0.063 4.00 230 4.49 4.49 52.20 0.0021 0.053 4.25 270 4.54 4.54 56.74 Sorting 3.216 2.623 2.548

0.00174 0.0442 4.50 325 4.31 4.31 61 .05 Skewness 0.844 0 .227 0.226 0.00146 0.0372 4.75 400 3.75 3.75 64.80 Kurtosis 0.208 0.555 0.992 0.00123 0.0313 5.00 450 3.09 3.09 67.89 Grain Size Description I Fine sand

0.000986 0 .0250 5.32 500 3.18 3.18 71.07 (ASTM-USCS Scale) (based on Mean from Trask) 0.000790 0.0201 5.64 635 2.68 2.68 73.76 0.000615 0 .0156 6.00 2 .67 2.67 76.43 Description I Retained I Weight 0.000435 0.0110 6.50 3.44 3.44 79.87 on Sieve# Percent 0.000308 0.00781 7.00 3.47 3.47 83.34 Gravel 4 0.00 0.000197 0.00500 7.65 4.43 4 .43 87.77 Coarse Sand 10 0.00 0.000077 0.00195 9.00 7.97 7 .97 ---9~ Medium Sand 40 9.56 0 .000038 0.000977 10.00 3.23 3.23 98.97 Fine Sand 200 38.14 0.000019 0.000488 11.00 0.96 0.96 99.93 Silt >0.005 mm 40.06 0.000015 0.000375 11 .38 0.07 0.07 100.00 Cl<l)' <0.005 mm 12.23 TOTALS 100.00 100.00 100.00 Total 100

© PTS Laboratones, Inc. Phone: (562) 907-3607 Fax: (562) 907-3610

PTS Laboratories, Inc. Client: Project: Project No:

AMEC Geomatrix N/A 14682.013

G ra'vel I coarse I Sand

m ed1um I

Particle Size Analysis - ASTM D422M

fin e

PTS File No: Sample ID: Depth, ft :

391067 ABI-30-1 21 009

N/A

Silt/Cl ay I 60r---------------------------------------------------========--· 100

20 r--

10

0 rtl1-----rll1 u u u ..... ~ ~ ~ ~ CD 0 "<t <X)

..... ..... ..... ..... ..... ~ ~ ~ Sieve Size

u.s. Sample Incremental Cumulative

Opening Phi of Sieve Weight Weight, Weight,

Inches 1 Millimeters Sc reen No. g rams percent percent

0.9844 25.002 -4.64 1 56.02 49.56 49.56 0.4922 12.501 -3.64 1/2 19.02 16.83 66.38 0.3740 9.500 -3.25 3/8 2.45 2. 17 68.55 0.2500 6.351 -2.67 1/4 3.52 3.11 71.66 0.1873 4. 757 -2.25 4 1.46 1.29 72.96 -o~f324--3.364 ____ •1.""75,--------.6~--.,2"'.o"'l9------...2".3"'8-----.,75".3""4.-----.

0.0787 2.000 -1 .00 10 4.49 3.97 79.31 - - n:bo57- - 1.41n4- - - -"0 ... 5"0-----.-14.----- - ... 2".3"'6 ____ 2".0"'9--- -----.8"1-..4""0- 1

0.0394 1.000 0.00 18 2.42 2. 14 83.54 0.0278 0.707 0.50 25 2.83 2.50 86.04 U.U1 !:l f U.oUU 1.UU ;jo £. ff £.4!:> 1:51:5.4!:! U.U1 titi U.4£U 1.£!:> 4U 1.11 U.!:l/:5 1:5!:!.4 f

---u:u-ng--0~35~4-----.1-."'5u..-----.4~o---ru~- u.!:lo - !:lU.44-

o.oo98 o.250 2.oo 60 2.05 1.81 92.25 0.0070 0.177 2.50 80 1.56 1.38 93.63 0.0049 0.125 3.00 120 1.59 1.41 95.04 0.0029 0.074 3.75 200 1.96 1.73 96.77 0.0021 0.053 4.25 270 1.38..------1.22-- 97.99-0.0015 0.037 4.75 400 0.76 0.67 98.66

1--------------- -.PAN- 1~51 1.34 101Jl>O-

TOTALS 11 3.04 100.00 100.00

© PTS Laboratones, Inc. Phone: (562) 907-3607

90

80

70 ~ 0

i 60 Cl

~ 50 Q)

> :w 40 nl

'3 E

30 :I ()

20

10

0

Cumulative Weight Percent greater than

Weight I Phi 1 Partic le Size percent Value 1 Inches !Millimeters

5 10 16 25 40 50 60 75 84 90 !:lb

-4.62 -4.02 -1 .82 0.09 1.39

0.9666 0.6402 0. 1391 0.0369 0.0151 U.UUoU

24.551 16.262 3.532 0.938 0.382 U.1 £o

Measure I Trask I Inman I Folk-Ward Meman, pn1 Median, in. Median, mm

Mean, phi Mean, in. Mean, mm

Sorting Skewness KUrtOSIS

-4.ti£ 0.9666 24.551

-4.ti£ 0.9666 24.551

-4.ti£ 0.9666 24.551

Grain Size Description I N/A (ASTM-USCS Scale} (based on Mean from Trask)

Description

Gravel Coarse Sand Medium Sand

Fine Sand Silt/Clay

I Retained on Sieve #

4 10 40

200 <£UU

Total

Weight Percent

/L.!:lti 6.35 10.1 6 7.30 ;j.£;j

100

Fax: (562) 907-3610


Client: AMEC Geomatrix PTS File No: 391067 Project: N/A Sample 10: ABI-40-121 009 Project No: 14682.01 3 Depth, ft: N/A

I Gravel I Sand I Sil t/Clay I coa rse I meotum I Jme

30 100

90 -

25 . 80

~ 70 ~ 0 0

- 20 i .1: 01 01 60 ~ ~ 15 50 Q)

"0 .2: ~ ...

CIS 'iij 40 '3 ... & 10 ~

E :I v r-- 30 u

20 5 ,....-- ....----- ,....--

L ~ ~r Jl In 10

0 11 u II 0 r- ~ co ~ "" <0 0 "" co li) ~ ~ ~ g 2 0 8 0

~ & ~ r- ...- r- N N ,.._ r- ...- r- N N

Sieve Size

U.S. Sample Incremental Cumulative Cumulative Weight Percent greater than Opening Phi of Sieve Weight Weight, Weight, Weight I Phi I Particle Size

Inches I Millimeters Screen No. grams percent percent percent Value I Inches I Millimeters

0.9844 25.002 -4.64 1 0.00 0.00 0.00 5 -4.45 0.8614 21.880 0.4922 12.501 -3.64 1/2 12.27 25.98 25.98 10 -4.26 0.7538 19.147 0.3740 9.500 -3.25 3/8 1.91 4.04 30.02 16 -4.03 0.6423 16.315 0.2500 6.351 -2.67 1/4 1.91 4.04 34.07 25 -3.68 0.5052 12.832 0.1 873 4.757 -2.25 4 0.69 1.46 35.53 40 -0.36 0.0504 1.280 0.1324 3.364 -1.75 6 --0.46 0.97 36.50 50 0.61 0.0258 0.654 0.0787 2.000 -1 .00 10 0.57 1.21 37.71 60 1.40 0.0150 0.380 0.0557 1.414 -0.50 14 0.66 1.40 39.11 75 2.95 0.0051 0.130 0.0394 1.000 0.00 18 1.47 3.11 42.22 84 3.99 0.0025 0.063 0.0278 0.707 0.50 25 2.98 6.31 48.53 90 4.58 0.0016 0.042 U.UHII U. oUU 1.UU jo j.U!:! t:Lo4 oo.ut !:!o £.tl1 U.UUoti U.1 4£ U.ultiti U.4£U 1.£0 4U 1.04 j,£ti ol:Uj 0.0139 (J.JS'l 1.50 4o ---1.'35 2.86 61.-nr- Measure I Trask I Inman I Folk-Ward 0.0098 0.250 2.00 60 2.52 5.34 66.53 IMeman, pm u.tn U.tYI u.tn 0.0070 0.177 2.50 80 2.01 4.26 70.78 Median, in. 0.0258 0.0258 0.0258 0.0049 0 .125 3.00 120 2.23 4.72 75.50 Median, mm 0.654 0.654 0.654 0.0029 0.074 3.75 200 2.69 5.70 81.20 0.0021 0.053 4.25 270 2.77 5.86 87.06 Mean, phi -2.70 -0.02 0.19 0.0015 0.037 4.75 400 2. 12 4.49 91.55 Mean, in. 0.2552 0.0399 0.0345

PAN 3.99 8.45 100.00 Mean, mm 6.481 1.01 4 0.876

Sorting 9.947 4.008 3.105 Skewness 1.972 -0.1 58 -0.276 KUrtOSIS U.jj£ -U.U!:!4 U.44!:! Grain Size Description I Gravel

(ASTM-USCS Scale) (based on Mean from Trask)

Description I Retained Weight on Sieve# Percent

Gravel 4 .50.0j

Coarse Sand 10 2.18 Medium Sand 40 20.62

Fine Sand 200 22.87 Silt/Clay <£UU 1 tl.tlU

TOTALS 47.23 100.00 100.00 Total 100



Client: AMEC Geomatrix PTS File No: 391067

Project: N/A Sample 10: AB 1-50-121 009


I Grv I Sand Size I Silt I C lay I crs I meaium I ~ne

9 100

8 90 ;-- ;-- ,..-

r- 80 7 ;-- ;-- 70

0 6 ~ 0 ;,::: - 60 i ~5 v ;--

"0 - v ;-- ;-- 50 ~ ~ 4. ;-- ;-- ~ ·n; .--- / ,-

. 40 3

~3 r- / E

v r- 30 8 2 ;-- [/ 20

1 v /

~v v n 10 ~

0 0 ..-

~ 0) 1'- 0 Uli 2 1'- l{) ~ ('j

~ ('j 0 0 § 1'- l{)

l{) co 0 2 1'- N <0 c;; ..- bi [;; ('j ..--: 1'- ('j N ..- ..- 0 0 N 0 <0 ("') ..- 0 0 0 0 0 0 0 0 0 0 8 8 8 0 ci 0 0 ci 0 0 0 0

Particle Size, mm

Sample Increment Cumulative Cumulative Weight Percent greater than Opening Phi of u.s. Weight, Weight, Weight, Weight I Phi I Particle Size

Inches 1 Millimeters Screen No. grams percent percent percent Value r Inches I Millimeters

0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 5 2.56 0.0067 0. 170 0.1873 4.757 -2.25 4 0.00 0.00 0.00 10 2 .93 0.0052 0.132 0.1324 3.364 -1 .75 6 0.00 0.00 0.00 16 3.26 0.0041 0.104 0.0787 2.000 -1.00 10 0.00 0.00 0.00 25 3 .64 0.0031 0.080 0.0468 1.189 -0.25 16 0 .00 0.00 0.00 40 4.16 0.0022 0.056 0.0331 0.841 0.25 20 0.00 0.00 0.00 50 4.49 0.0018 0.044 0.0278 0.707 0.50 25 0.01 0.01 0.01 60 4.90 0.0013 0.033 0.0234 0.595 0.75 30 0.10 0.10 0.11 75 5.93 0.0006 0.016 0.01 97 0.500 1.00 35 0.29 0.29 0.40 84 6.94 0.0003 0.008 0.0166 0.420 1.25 40 0.33 0.33 0.73 90 7.82 0.0002 0.004 0.0139 0.354 1.50 45 0.18 0.18 0.9~ 95 8.77 0.0001 0.002 0.011 7 0.297 1.75 50 0.17 0.1 7 1.08 0.0098 0 .250 2.00 60 0.33 0.33 1.41 Measure I Trask I Inman I Folk-Ward 0.0083 0.210 2.25 70 0.95 0.95 2.36 Median, phi 4.49 4.49 4.49 0.0070 0.177 2.50 80 1.93 1.93 4.29 Median, in. 0.0018 0.0018 0.0018 0.0059 0. 149 2.75 100 3.01 3.01 7.30 Median, mm 0.044 0.044 0.044 0.0049 0.125 3.00 120 3.84 3.84 11.14 0.0041 0.105 3.25 140 4 .58 4.58 15.72 Mean, phi 4.38 5.10 4.90 0.0035 0.088 3.50 170 5.50 5.50 21.22 Mean, in. 0.0019 0.0011 0.0013 0.0029 0.074 3.75 200 6.57 6.57 27.79 Mean, mm 0.048 0.029 0.034 0.0025 0.063 4.00 230 7 .43 7.43 35.22 0.0021 0.053 4.25 270 7.70 7.70 42.92 Sorting 2.209 1.841 1.861

0.001 74 0.0442 4.50 325 7.36 7.36 50.28 Skewness 0 .814 0.333 0 .355 0.00146 0 .0372 4.75 400 6.48 6.48 56.76 Kurtosis 0.250 0.686 1.112 0.00123 0 .031 3 5.00 450 5.41 5.41 62.17 Grain Size Description I Silt

0 .000986 0.0250 5.32 500 5.47 5.47 67.64 (ASTM-USCS Scale) (based on Mean from Trask) 0.000790 0.0201 5 .64 635 4.24 4.24 71 .88 0.000615 0.0156 6.00 3.87 3.87 75.75 Description I Retained! I Weight 0.000435 0 .011 0 6.50 4.61 4.61 80.36 on Sieve# Percent 0.000308 0.00781 7.00 4.10 4.10 84.46 Gravel 4 0.00 0.000197 0.00500 7.65 4.61 4.61 89.07 Coarse Sand 10 0.00 0.000077 0.00195 9.00 7.18 7. 18 9~ Medium Sand 40 0.73 0.000038 0.000977 10.00 2.79 2.79 99.04 Fine Sand 200 27.06 0.000019 0.000488 11 .00 0.90 0.90 99.94 Silt >0.005 mm 61.28 0.000015 0.000375 11 .38 0.07 0.06 100.00 Clay <0.005 mm 10.93

TOTALS 100.00 100.00 100.00 Total 100



Client: AMEC Geomatrix PTS File No: 391067 Project: N/A Sample ID: ABI-60-1211 09


I Gravel I Sand I Silt/Clay I coarse I mearum I f~ne

60 100

-90

50 80

~ 70 ~ 0 0

- 40 ;i l: Cl Cl 60 ~ ~ -

30 50 Q) "C > ~ ..

CIS 'jij 40 '3 - E &! 20 :I 30 u

20 10

r---eD-=-rtl 10

0 u u u- l. 0 ~ ~ ~ ~ """

(l) 0

""" CX) l()

~ ~ ~ g ~ 0 8 0 § ~ ~ ~ ~ ~ N N r-.

Sieve Size ~ N N

U.S. Sample Incremental Cumulative Cumulative Weight Percent greater than Opening Phi of Sieve Weight Weight, Weight, Weight I Phi I Particle Size

Inches 1 Millimeters Screen No. grams percent percent percent Value I Inches Millimeters

0.9844 25.002 -4.64 1 133.36 56.10 56.10 5 0.4922 12.501 -3.64 1/2 4.19 1.76 57.87 10 0.3740 9.500 -3.25 3/8 8.08 3.40 61 .27 16 0.2500 6.351 -2.67 1/4 13.19 5.55 66.82 25 0.1873 4.757 -2.25 4 8.78 3.69 70.51 40 0.1324----:3-:-364 -1.75 6 11 .14 4.69 7~ 50 0.0787 2.000 -1 .00 10 15.20 6.39 81.59 60 -3.40 0.4143 10.523 0.0557 1.414 -0.50 14 9.06- - 3-:-81 85.40 75 -1.77 0.1344 3.413 0.0394 1.000 0.00 18 7.91 3.33 88.73 84 -0.68 0.0632 1.606 0.0278 0.707 0.50 25 7.99 3.36 92.09 90 0.19 0.0345 0.877 0.01!::!/ 0 .!:>00 1.00 ::S!:> ti.::Stl L.btl !::!4./ f !::!!:> 1.0b O.u1tltl 0.4/tl 0.01bb 0.4L0 1.Lb 40 L .Of O.tlf !:Jb.tib

lv~ong~-G:354 1.50 4!:>- 1./6 0. / 4 90~ Measure 1 Trask I Inman I Folk-Ward 0.0098 0.250 2.00 60 2.55 1.07 97.46 IMedran, pnr 0.0070 0. 177 2.50 80 1.56 0.66 98.12 Median, in. #VALUE! #VALUE! #VALUE! 0.0049 0.125 3.00 120 1.31 0.55 98.67 Median, mm 0.0029 0.074 3.75 200 1.10 0.46 99.13

- 0.0021 0.053 4.25 270 --0.63 0.27 99.39 Mean, phi 0.0015 0.037 4.75 400 0.36 0.15 99.55 Mean, in.

PAN 1.08 0.45 100.00 Mean, mm

Sorting Skewness K UrtOSIS

Grain Size Description I N/A (ASTM-USCS Scale) (based on Mean from Trask)


Gravel 4 /0.!:>1 Coarse Sand 10 11.08 Medium Sand 40 14.06

Fine Sand 200 3.48 Silt/Ciav <LOO O.tlf

TOTALS 237.70 100.00 100.00 Total 100


PTS Laboratories, Inc. Client: Project: Project No:

AMEC Geomatrix N/A 14682.013

Gravel I coarse I Sand

med1um I

Particle Size Analysis - ASTM 0422M

hne

PTS File No: Sample 10: Depth, ft:

391067 ABI-70-1211 09

N/A

Silt/Clay I 100 70r---------------------~============~====~-----r

-~ 60

~ 0 50

/ :l .21 40 ~ '0

!!! 30 :! Q)

0:: 20

10

0 ~ ~ ~ co

T"

Sieve Size

U.S. Sample Incremental Cumulative Opening Phi of Sieve Weight Weight, Weight,

Inches 1 Millimeters Screen No. grams percent percent

0.9844 25.002 -4.64 1 124.01 61.47 61.47 0.4922 12.501 -3.64 1/2 11.03 5.47 66.93 0.3740 9.500 -3.25 3/8 6.30 3.12 70.06 0.2500 6.351 -2.67 1/4 7.85 3.89 73.95 0.1873 4.757 -2.25 4 10.53 5.22 79.17 0.1324 3.364 -1.75 6 7.89 --3.91 83.08-0.0787 2.000 -1.00 10 10.09 5.00 88.08

--o.o~s~s~7----~1~.4~1 4~--~-o~. s~o~--~1~4----~5~.~7s~--~2.8~s----~9o~.~93~-•

0.0394 1.000 0.00 18 3.96 1.96 92.89 0.0278 0. 707 0.50 25 3.02 1.50 94.39 U.Ul\:Jf U.::>UU 1.UU ::So ~.4::> 1 .~1 \:Jo.bU U.U1bb U.4~U 1 . ~::> 4U U.\:!4 U.4/ \:Jb.U /

~~13=9----~~~4~--~, _=son-----~4~ o~ ~o~A~4-----ngo.o,--

0.0098 0.250 2.00 60 1.58 0.78 97.29 0.0070 0.177 2.50 80 1.18 0.58 97.88 0.0049 0.125 3.00 120 1.09 0.54 98.42 0.0029 0.074 3.75 200 1.03 0.51 98.93 0.0021 0.053 4.25 270 0.64-- 0.32 99 .. 25-0.0015 0.037 4.75 400 0.40 0.20 99.44

I-------------------------- ,PAN 1.12 0.56 --10o:oo--

TOTALS 201.75 100.00 100.00

© PTS Laboratones, Inc. Phone: (562) 907-3607

90

80

70

60

50

40

30

. 20

. 10

0 8 g 0 8 0

~ ~ N 1'-T" N N

Cumulative Weight Percent greater than

Weight I Phi 1 Particle Size percent Value I Inches !Millimeters

5 10 16 25 40 50 60 75 84 90 \:!0

-2.58 -1.61 -0.66 u.ro

0.2359 0. 1203 0.0623 U.U~::S4

5.992 3.056 1.583 u.o\:!4

Measure 1 Trask 1 Inman I Folk-Ward Mea1an, pn1 Median, in. #VALUE! #VALUE! #VALUE! Median, mm

Mean, phi Mean, in. Mean, mm



Description

Gravel Coarse Sand Medium Sand

Fine Sand Silt/Clay

I Retained on Sieve #

4 10 40

200 <~UU

Total

Weight Percent

/\:!.1 f 8.91 7.99 2.86 1 .U/

100

Fax: (562) 907-361 0


Client: AMEC Geomatrix PTS File No: 391067 Project: N/A Sample ID: ABI-80-1211 09 Project No: 14682.013 Depth, ft: N/A

I Gravel I coarse Sand I Silt/Clay I I mealum I i1ne

70 100

1--- 90 60

v 80

~ 50 70 ~ 0 0

/ :f :f Cl 60 .!2'

~ 40 ~ 50 Cll '0

-~ ~ 30 .... 10 'iii 40 "5 ....

Cll E 0:: 30 ::l

20 (.,)

20 10 r--

10

0 Ill~ rlr--1. 0

~ £::! ~ ~ '<!' (0 0 '<!' CX) lO ~ ~ ~ ~ 53 0 8 0 § z ~

..... ..... ..... C\1 C\1 f'o.. ~ Sieve Size

..... C\1 C\1

u.s. Sample Incremental Cumulative Cumulative Weight Percent greater than

Opening Phi of Sieve Weight Weight, Weight, Weight I Phi I Particle Size Inches I Millimeters Screen No. grams percent percent percent Value I Inches I Millimeters

0.9844 25.002 -4 .64 1 145.49 63.96 63.96 5 0.4922 12.501 -3.64 1/2 23.65 10.40 74.36 10 0.3740 9.500 -3.25 3/8 11.75 5.17 79.53 16 0.2500 6.351 -2.67 1/4 4.03 1.77 81.30 25 0.1873 4.757 -2.25 4 2.2 1 0.97 82.27 40 0.1324 3.364 -1.75-- 6 1.89 0.83 83.1 0 50 0 .0787 2.000 -1 .00 10 3.60 1.58 84.68 60 0 .0557 1.414 -0.50 14 --3- .65 1.60 86.29 75 -3.59 0.4757 12.083 0 .0394 1.000 0.00 18 3.36 1.48 87.76 84 -1.32 0.0985 2.503 0.0278 0.707 0.50 25 8 .61 3.79 91.55 90 0.30 0.0321 0.815 U.U1!:lf U.bUU 1.UU jtJ b. ~~ L.b;:! ~4.H:l ~0 1.LU U.U1 11 U.4;:!4 U.U1bb U.4LU 1.Ltl 4U L.L~ 1.UU ~0. 1 ~

~O:UOJ9 0.354 1.50 4b - 1-:-~6 0.82 9Kuu- Measure I Trask Inman I Folk-Ward I 0.0098 0.250 2 .00 60 2 .90 1.27 97.28 Meman, pn1 0.0070 0 .177 2.50 80 1.76 0.77 98.05 Median, in. 0.0049 0.125 3 .00 120 1.41 0.62 98.67 Median, mm 0.0029 0.074 3.75 200 1.08 0.47 99.15 0.0021 0.053 4.25-- 270 --o-:-01 0.27 99.42 Mean, phi 0.0015 0.037 4 .75 400 0.37 0.1 6 99.58 Mean, in.

PAN 0.96 0.42 100.00 Mean, mm




Gravel 'I 15LL.f


Fine Sand 200 3.96 Silt/Clay <LUU u .~o

TOTALS 227.46 100.00 100.00 Total 100


PTS Laboratories, Inc. Particle Siz e Ana lysis - ASTM D 4 464M

Cl ient: AMEC Geomatrix PTS File N o : 391067

P rojec t: N/A Sample 10: A B I-90- 121109

Project No: 14682 .013 De pt h, ft: N/A

I G rv I Sand S ize I Silt I C lay I c rs I m e a l urn I ~ne

20 ---- 100

18 .....- 90

16 80

14 70 ~

~ 0 0

~ 12 60 i ;: , 10 1/ r- 50 ~ Q) r- ~ c: '(ij 8 !/ ,.- 40 :; - E & 6 I/ 30 8

r-20 4 ,.-

2· l/ n-n l lh 10

0 / I I I I I I I I I I 0 u; (2; Ol ,..._ 0 ur; g ,..._ l() 18 (") N (") 0 0 0 ,..._ l()

co R lil ,..._ N <0 ~ c;; ~ lil

,..._ ,..._ (") (") """": (") N ~ ~ 0 0 N ~ Ol (")

<0 M ~ ci ci ci ci ci ci ci ci 0 0 0 0 0 0 0 ci ci ci ci 0 0 0

ci 0 0 ci ci

P a rticle S iz e , mm

Sample Increment Cumulative Cumulative Weight Percent greater t han Opening Phi of u.s. Weight, Weight, Weight, Weight I Phi I Particle Size

Inches I Millimeters Screen No. grams percent percen t percent Value I Inches I Millimeters

0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 5 -0.60 0.0596 1.515 0.1873 4.757 -2.25 4 0.00 0.00 0.00 10 -0.23 0.0462 1.174 0.1 324 3.364 -1.75 6 0.00- - 0.00 0.0-0 - 16 -0.07 0.0412 1.047 0.0787 2.000 -1.00 10 0.00 0.00 0.00 25 0.18 0.0347 0.881

--0.0468 1.189 -0.25 16 9.36 9.35 9.35 40 0.53 0.0272 0.691 0.0331 0.841 0.25 20 18. 10 18.08 27.43 50 0.76 0.0232 0.591 0.0278 0.707 0.50 25 11.10 11 .09 38.52 60 1.01 0.0195 0.495 0.0234 0.595 0.75 30 11 .10 11.09 49.60 75 1.67 0.0124 0.314 0.0197 0.500 1.00 35 9.98 9.97 59.57 84 3.07 0.0047 0.11 9 0.0166 0.420 1.25 40 7.90 7.89 67.46 90 4.65 0.0016 0.040 0.01 39 --0~354 1.50 - 45 4.73 4.72 72:19- 95 6.56 0.0004 0.011 0.0117 0.297 1.75 50 4. 13 4.13 76.31 0.0098 0.250 2.00 60 2.17 2.17 78.48 Measure I Trask I Inman I Folk-Ward 0.0083 0.210 2.25 70 1.59 1.59 80.07 Median, phi 0.76 0.76 0.76 0.0070 0.177 2.50 80 1.34 1.34 81.41 Median, in. 0.0232 0.0232 0.0232 0.0059 0.149 2.75 100 1.20 1.20 82.61 Median, mm 0.591 0.591 0.591 0.0049 0.125 3.00 120 1.10 1.10 83.71 0.0041 0.1 05 3.25 140 1.02 1.02 84.72 Mean. phi 0.74 1.50 1.26 0.0035 0.088 3.50 170 0.99 0.99 85.71 Mean, in. 0.0235 0.0139 0.0165 0.0029 0.074 3.75 200 0.99 0.99 86.70 Mean, mm 0.598 0.353 0.419

-- -0.0025 0.063 4.00 230 0.98 0.98 87.68 0.0021 0.053 4.25 270 0.94 0.94 88.62 Sorting 1.675 1.569 1.869

0.00174 0.0442 4.50 325 0.88 0.88 89.50 Skewness 0.891 0.474 0.547 0.00146 0.0372 4.75 400 0.83 0.83 90.33 Kurtosis 0.250 1.281 1.973 0.00123 0.0313 5.00 450 0.78 0.78 91.11 Grain Size Description I Medium sand

0.000986 0.0250 5.32 500 0.93 0.93 92.04 (ASTM-USCS Scale) (based on Mean from Trask) 0.000790 0.0201 5.64 635 0.86 0.86 92.90 0.000615 0.0156 6.00 0.87 0.87 93.76 Description l Retained .1 Weight 0.000435 0.0110 6.50 1.11 1.11 94.87 on Sieve# Percent 0.000308 0.00781 7.00 1.04 1.04 95.91 Gravel 4 0.00 0.000197 0.00500 7.65 1.23 1.23 97. 14 Coarse Sand 10 0.00 0.000077 0.00195 9.00 1.97 1.97 99.11 Medium Sand 40 67.46 0.000038 0.000977 10.00 0.69 0.69 99.80 Fine Sand 200 19.24 0.000019 0.000488 11.00 0. 19 0. 19 99.99 Silt >0.005 mm 10.44 0.000015 0.000375 11 .38 0.01 0.01 100.00 Cia~ <0.005 mm 2.86

TOTALS 100.10 100.00 100.00 Total 100



Client: AMEC Geomatrix PTS File No: 391067 Project: N/A Sample ID: ABI-105-121109 Project No: 14682.013 Depth, ft: N/A

I Gravel I Sand I Silt/Clay I coarse I mealum I Jme

50 100

~ 45 F-- 90

40 . 80

~ ";!. 35 -

~ 70 0

:i :i 60 Ol .!!' 30

~ ~ 25 I 50 Q) -c -~ ~ -co "iij 20 40 '3 - E Q)

0::: 15 ..----- 30 :J

u

10 20

5 lnrn ,] . 10

-,r----' u If u u lr 0 0 ...-

~ co ~ "<t 10 0 "<t co lO ~ ~ ~ f6 2 0 8 0

~ ~ ~ ...- ...- ...- N N 1'-...- ...- N N Sieve Size

u.s. Sample Incremental Cumulative Cumulative Weight Percent greater than Opening Phi of Sieve Weight Weight, Weight, Weight I Phi I Particle Size

Inches -,Millimeters Screen No. grams percent percent percent Value r Inches (Millimeters

0.9844 25.002 -4.64 1 28.16 44.30 44.30 5 0.4922 12.501 -3.64 1/2 9.65 15.18 59.48 10 0.3740 9.500 -3.25 3/8 3.81 5.99 65.47 16 0.2500 6.351 -2.67 1/4 1.30 2.04 67.52 25 0.1873 4.757 -2.25 4 2.93 4.61 72.13 40

---o.l324 3.364- -1 .75- 6 --o:69 1.09 7~ 50 -4.27 0.7587 19.271 0.0787 2.000 -1.00 10 1.13 1.78 74.99 60 -3.61 0.4805 12.206

--0.0557 ---r:414 -0.50 14 -u:73 1.15 76.14 75 -0.99 0.0785 1.993 0.0394 1.000 0.00 18 0.69 1.09 77.22 84 1.57 0.0133 0.338 0.0278 0.707 0.50 25 1.41 2.22 79.44 90 3.12 0.0045 0.115 U.Ul\:lf U.bUU 1.UU ;$!:> 1.;$tl :.!.1 I ts1 .t:i1 !::!!:> 4.41 U.UU1ts U.U4b U.U1t:it:i U.4:.!U 1.:.!!:> 4U U.f4 1.1 t:i ts:.!. {{ 0.01;$\:1 U.;$b4 1.bu--- 4o U.t:iU U.\:14-- tlJ. 1:.!- Measure I Trask I Inman I Folk-Ward 0.0098 0.250 2.00 60 1.36 2.14 85.86 IMeman, pn1 -4."Lf -4.27 -4.27 0.0070 0.177 2.50 80 1.10 1.73 87.59 Median, in. 0.7587 0.7587 0.7587 0.0049 0.125 3.00 120 1.28 2.01 89.60 Median, mm 19.271 19.271 19.271 0.0029 0.074 3.75 200 1.58 2.49 92.09 0~0-021 0.053- 4.25-- 270 1.40-- 2~ 94.29~ Mean, phi 0.0015 0.037 4.75 400 1.01 1.59 95.88 Mean, in. --

PAN 2.62 4~ 100.~ Mean, mm




Gravel 4 12.1:3


Fine Sand 200 9.31 Silt/Clay <"L.UU 1.!::11

TOTALS 63.57 100.00 100.00 Total 100



Client: AMEC Geomatrix PTS File No: 391067 Proj ect: N/A Sample ID: ABI-11 3-121409 Projec t No: 14682.013 Depth, ft: N/A

IGN I Sand Size I Silt I Clay I c rs I m e a lu m I nne

9 100

8 r- 90

7 .- 80

~6 .- r- 70

~ .- 0 0

60 i ~ 5 r-

"C r- v r- 50 ~

~4 .- v ;; - II)

'iii v r- r- 40 "3 ~3 r- E

/ .-30 8 v r-1--

2 v r-,-- r-- 1--.--- .-1--

r-20

.-1

[ v v 10 v h 0 0 lO <3 en ,..._ 0

~ g ,..._ l() &3 (") N (") Ci 0 0 ,..._ l() co 0 g ,..._ N <0 ~

,... ,... g ,..._ ,..._ (") (") .....-:

,..._ N ,... ,... 0 0 (") N Ci en (")

<0 c<) ,... ci ci ci ci ci ci ci ci 0 0 0 0 0 0 ci ci ci ci 0 8 8 ci

ci ci Particle Size, mm

Sample Increment Cumulative Cumulative Weight Percent greater than Opening Phi of u.s. Weight, Weight, Weight, Weight Phi I Particle Size

Inches I Millimeters Screen No. grams percent percent percent Value J Inches I Millimeters

0.2500 6.351 -2.67 1/4 0.00 0.00 0.00 5 0.24 0.0334 0.847 0.1 873 4 .757 -2.25 4 0.00 0.00 0.00 10 0.59 0.0262 0.666 0.1324 3.364 -1.75 6 0.00 0.00 - 0.00 16 0.87 0.0216 0.549 0.0787 2.000 -1 .00 10 0.00 0.00 0.00 25 1.19 0.0172 0.438

~-

0.0468 1.189 -0.25 16 1.04 1.04 1.04 40 1.73 0.011 9 0.302 0.0331 0.841 0.25 20 4.05 4.05 5.09 50 2. 16 0.0088 0.224 0.0278 0.707 0.50 25 3.32 3.32 8.41 60 2 .72 0.0060 0.152 0.0234 0.595 0.75 30 4 .65 4.65 13.06 75 3.97 0.0025 0.064 0.0197 0.500 1.00 35 6 .32 6.32 19.38 84 5.03 0 .0012 0 .031 0.0166 0.420 1.25 40 7.32 7.32 26.70 90 6.37 0.0005 0 .01 2 0.01 39 0.354-- 1.50 45 6.18 ___ 638 32.88- 95 7.86 0.0002 0.004 0.011 7 0.297 1.75 50 7.91 7.91 40.79 0 .0098 0 .250 2 .00 60 5.96 5.96 46.74 Measure I Trask I Inman I Folk-Ward 0.0083 0.210 2.25 70 5.22 5 .22 51.96 Median, phi 2.16 2. 16 2 .1 6 0.0070 0.177 2.50 80 4.53 4.53 56.49 Median, in. 0.0088 0.0088 0 .0088 0.0059 0.149 2.75 100 3.95 3.95 60.44 Median, mm 0.224 0.224 0.224 0.0049 0.125 3.00 120 3.45 3.45 63.89 0.0041 0.105 3.25 140 3.05 3.05 66.94 Mean, phi 2.00 2.95 2.68 0.0035 0.088 3.50 170 2.84 2.84 69.78 Mean, in. 0.0099 0.0051 0.0061 0.0029 0.074 3.75 200 2.80 2.80 72.58 Mean, mm 0.251 0.130 0.156 0.0025 0.063 4.00 230 2.7_7_ 2.77 ---7~

0.0021 0.053 4 .25 270 2.61 2.61 77.96 Sorting 2.617 2.081 2.195 0.00174 0.0442 4 .50 325 2.31 2.31 80.27 Skewness 0.745 0.380 0.439 0.00146 0.0372 4 .75 400 1.95 1.95 82.22 Kurtosis 0.286 0 .831 1.125 0.00123 0 .0313 5 .00 450 1.63 1.63 83.85 Grain Size Description I Fine sand 0.000986 0 .0250 5 .32 500 1.74 1.74 85.59 (ASTM-USCS Scale) (based on Mean from Trask) 0 .000790 0 .0201 5.64 635 1.50 1.50 87.09 0.000615 0.0156 6.00 1.50 1.50 88.59 Description l Retained I Weight 0.000435 0.0110 6.50 1.92 1.92 90.51 on Sieve # Percent 0.000308 0.00781 7.00 1.80 1.80 92.31 Gravel 4 0.00 0.000197 0.00500 7.65 2.13 2. 13 94.44 Coarse Sand 10 0.00

--0.000077 0.001 95 9.00 3.54 3.54 97~9~ Medium Sand 40 26.70 0.000038 0.000977 10.00 1.46 1.46 99.44 Fine Sand 200 45.88 0.000019 0.000488 11.00 0.52 0.52 99.96 Silt >0.005 mm 21.86 0.000015 0.000375 11.38 0.04 0.04 100.00 Clay <0.005 mm 5 .56 TOTALS 100.00 100.00 100.00 Total 100


Test America THE LEADER IN ENVIRONMENTAL TESTING

TAL-0013-550 (12108

Client Name I Address: AME-L bEe:>~">(.. ~}7 I €.. . o/ lA TV~ v&-;~

.S<:.i!> 'fl"S~ A-L-

Project Manager: ~W~ t\1.'- tJ 4M4A-A-

Sample Container

CHAIN OF CUSTODY FORM

?;C:Ztote -i t'Z-r c,~

5r ~hoenix- 4625 E. Cotton Center Blvd., Suite 189, Phoenix, AZ 85040 (602) 437-3340 FAX (602) 454-9303 [ ] Tucson- 1870 W. Prince Road, Suite 59, Tucson, AZ 85705 (520) 807-3801 FAX (520) 807-3803 [ ] Las Vegas - 2520 E. Sunset, Suite 3, Las Vegas, NV 89120 (702) 798-3620 FAX (702) 798-3621

Project/ PO Number:

ll-/. ~ '"e, t. , ...!:> L ..-:,.

Phone Number: !.{e-. .. :3 '-It&- t '"2.. '-t Y Fax Number: r.~eo-2c.t.8 -17..4-S

Analysis Required

Page \ of / •

Sample Description Matrix Type # of Sampling Sampling Preservatives

Cont. Date Time Special Instructions

MJ-JO- n.J (:) o<=t SOli.. ~fJ.Nf.S SUZJ(.J(..

~I?;J- 20 - r2..~o C'l t, I I I I

A"l3f- .)..:> - j£..' DO~ Lt t( //////// ·-:AC3l- tfo- VZ.1oo<; {-( I ( [ Yto Iocr t t.f'-t o 1 t

rA6l- §a-j'2 .. JD09" I tt l I

1\B \- '=o -~ \2- i\ Del ' ' ' ' /~////// ,1f..-f!Jl-7D -\-z.noq {\ I'

A(B\ - <to-~ \2--Uo'l ;_'- \\ /7////// 1\"t-qo -\2--UO~ '-\

{(

·~~\ -- i05 -t'Z--\ \09. \ ( I<

~Gt-/1)- r<..J '--1 °( H. (;{

~lin~uis~ ~ ,'- _: r----._ Date/Time: Received Byi1 n AI Date/Time: Turnaround Time: (Check)

~~ "-~'-'- ~ l'L[JS/o~ lt_j() ~ \r--r r(f"5" i o:I?S/lo..c. (2--f{p·of J~L/2.._ sameday 72hours __ _ ~~~~~~~--------~--~~~~~~----~~~~~--~----~----~~==~~--~--~ Relinquished By: V Date/Time: Received By: Date/Time: 24 hours 5 days

48 hours normal

Sample lnteg{ity: (Check)

intact ,/ on ice

Received in Lab By: Date/Time: Relinquished By: Date/Time:

Note: By relinquishing samples to TestAmerica, client agrees to pay for the services requested on this chain of custody form and any additional analyses performed on th is project. Payment for services is due within 30 days from the date of invoice. Sample(s) will be disposed of after 30 days.

Documents

SDMS DOCID#1142213 PTS Laboratories · 2021. 2. 25. · (3) Water= 0.9996 glee Vb = Bulk Volume, cc; Pv = Pore Volume, cc; NO = Not Detected API RP40 TOTAL PORE FLUID SATURATIONS