Attachment_3_Geology_Drawings_And_Logs.pdf

PDF 8 MB Posted Jun 29, 2017

Attached to: NGWSP Block 9 through 11 Federal contract opportunity
Solicitation number: R17PS00812
Issued by: Department of the Interior Bureau of Reclamation

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Attachment 3 - Geology Drawings and Logs

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File	Type	Posted
Attachment_5_Test_Pit_Photos.pdf	PDF	Aug 6, 2017
Attachment_6_Block_9-11_Q&A's.docx	DOCX document	Aug 6, 2017
Attachment_4_Drill_Hole_Photos.pdf	PDF	Aug 6, 2017
SF-30_R17PS00812_Amendment_5.pdf	PDF	Aug 6, 2017
Attachment_3_REVISED_Drawings.pdf	PDF	Aug 6, 2017
Attachment_2_REVISED_Specifications.pdf	PDF	Aug 6, 2017
Attachment_1_REVISED_Schedule_B.docx	DOCX document	Aug 6, 2017
Attachment_5_Block_9-11_Q&A's_7-28-2017.docx	DOCX document	Aug 1, 2017
Attachment_2_REVISED_Continuation_of_Section_B_in_excel.xlsx	XLSX spreadsheet	Aug 1, 2017
Attachment_3_REVISED_Specifications.pdf	PDF	Aug 1, 2017
Attachment_1_REVISED_R17PS00812_Schedule_B.pdf	PDF	Aug 1, 2017
Attachment_4_REVISED_Drawings.pdf	PDF	Aug 1, 2017
SF_30.pdf	PDF	Aug 1, 2017
Attachment_4_REVISED_Drawings.pdf	PDF	Jul 20, 2017
Attachment_3_REVISED_Specifications.pdf	PDF	Jul 20, 2017
SF-30_Amendment_000003.pdf	PDF	Jul 20, 2017
Attachment_1_REVISED_R17PS00812_Schedule_B.docx	DOCX document	Jul 20, 2017
Attachment_2_REVISED_Continuation_of_Section_B_in_excel.xlsx	XLSX spreadsheet	Jul 20, 2017
Attachment_6_Block_9-11_Site_Tour_Q&A's.docx	DOCX document	Jul 19, 2017
Attachment_3_L.15_WBR_1452.236-86.pdf	PDF	Jul 19, 2017
Attachment_1_F.1_52.211-10.pdf	PDF	Jul 19, 2017
SF-30_Amendment_2.pdf	PDF	Jul 19, 2017
Attachment_2_I.26_WBR_1452.232-81_AltIII.pdf	PDF	Jul 19, 2017
Attachment_5_Block_9_-_11_SITE_TOUR_AGENDA.pdf	PDF	Jul 19, 2017
Attachment_4_Sign-in_sheet.pdf	PDF	Jul 19, 2017
Tab_13_SF-30_AMD_000001.pdf	PDF	Jul 14, 2017
Attachment_4_Continuation_of_Section_B_in_excel.xlsx	XLSX spreadsheet	Jun 29, 2017
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Attachment_5_Wage_Rate_Requirements_(Construction)_Wage_Determinations.pdf	PDF	Jun 29, 2017
Attachment_1_Specifications.pdf	PDF	Jun 29, 2017
Attachment_2_Drawings.pdf	PDF	Jun 29, 2017
Attachment_7_Site_Visit_Location_Maps.pdf	PDF	Jun 29, 2017
R17PS00812.pdf	PDF	Jun 29, 2017
Tab_09_Synopsis_(1).docx	DOCX document	Jun 1, 2017

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ALL MEASUREMENTS ARE FROM

GROUND SURFACE AND ARE THE SAME

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JOE PROCTOR, HELPERS;

BRANDON LANE; RENATO MATHESON

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 8.7 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

8.7 - 28.7 FT HQ3 WIRELINE CORING

SYSTEM WITH A 5' SPLIT TUBE SAMPLER

AND DIAMOND SURFACE- SET BIT.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 8.7 FT NONE USED.

8.7 - 28.7 FT WATER.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 7.7 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 7.7 FT SILTY SAND (SM) : ABOUT 80% FINE

SAND, ABOUT 20% FINES WITH NO

PLASTICITY, RAPID DILATANCY, LOW DRY

STRENGTH, LOW TOUGHNESS; MAXIMUM

SIZE, FINE SAND; DRY, TAN IN COLOR; NO

REACTION WITH HCl.

7.7 - 28.7 FT CRETACEOUS MENEFEE

FORMATION (Kmf)

7.7 - 10.3 FT SANDSTONE WITH CLAYSTONE

INTERBEDS: SLIGHTLY WEATHERED (W3),

SOFT (H6), TAN IN COLOR; NO REACTION WITH

HCl.

10.3 - 28.7 FT CLAYSTONE: DARK GREY IN

COLOR, MODERATELY TO SLIGHTLY

WEATHERED (W4), VERY SOFT (H7); NO

REACTION WITH HCl.

STRATIGRAPHY:

0.0 - 7.7 FT: QUATERNARY ALLUVIUM (Qal)

7.7 - 28.7 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS:

WLNE = WATER LEVEL NOT ENCOUNTERED

I.D. = INSIDE DIAMETER BNE = BEDROCK

NOT ENCOUNTERED.

BOTTOM OF HOLE

SANDSTONE

CLAYSTONE

5837.8

5835.2

5816.8

Qal

Kmf

0 NP 3.9NP SM 12/22/41

50/REFUSAL

28.2 71.8

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

THE DATA FOR THE CENTER COLUMN AND"CLASSIFICATION AND PHYSICAL CONDITIONS" COLUMN ARE BASED ON BUREAU OF RECLAMATION GEOLOGY FIELD MANUAL AND DRAWINGS TITLED FOR DESIGNS AND SPECIFICATIONS AS FOLLOWS- DRAWING NO. 40-D-6493. STANDARD DESCRIPTIONS AND DESCRIPTIVE CRITERIA FOR ROCK.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 7.7

COORDINATES: N 1,841,766.9 E 2,473,292.3 GROUND ELEVATION: 5845.5

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J .GILBERT

TOTAL DEPTH: 28.7

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-1

AND DATE MEASURED: 10/10/2015 REVIEWED BY: P. GARDNER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/10/15 FINISHED: 10/10/15

STATE: NM

G E

U N

S Y

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

DEPTH AND ELEVATION OF WATER LEVEL: WLNE

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; KYLE KILLEBREW

HELPERS; JOE PROCTOR, BRANDON

LANE

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0.0 - 25.0 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 25.0 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 10.8 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 10.8 FT CLAYEY SAND (SC): ABOUT 60%

PREDOMINATELY FINE SAND, TRACE OF

COARSE SAND; ABOUT 40% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, LOW

TOUGHNESS AND SLOW DILATANCY;

MAXIMUM SIZE, COARSE SAND; LIGHT

BROWN IN COLOR; NO REACTION WITH HCl.

10.8 - 25.0 FT CRETACEOUS MENEFEE

FORMATION (Kmf)

10.8 - 22.4 FT CLAYSTONE: GREY IN COLOR,

VERY SOFT (H7), MODERATELY TO

INTENESELY WEATHERED (W6),

INTERMITTENT IRON OXIDE STAINING, THINLY

TO MODERATELY BEDDED, VISIBLE ORGANIC

MATERIAL.

22.4 - 25.0 FT SANDSTONE: MODERATELY TO

SLIGHTLY WEATHERED (W4), SOFT (H6), TAN

IN COLOR; NO REACTION WITH HCl.

STRATIGRAPHY:

0.0 - 10.8 FT: QUATERNARY ALLUVIUM (Qal)

10.8 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

CLSTNE

5821.1

5809.5

5806.9

Qal

Kmf

17.6

19.6

19.9

3.0

17.7

17.2

18.7

1/2/3

19/32/39

35/24/13

8/29/38

12/23/26

13/29/31

16/50

51.4

26.5

26.7

79.4

82.3

70.8

59.0

48.6

73.5

73.3

20.6

17.7

29.2

41.0

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 10.8

COORDINATES: N 1,835,943.4 E 2,474,721.4 GROUND ELEVATION: 5831.9

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-2

AND DATE MEASURED: 11.0 (5820.9) 11/18/2015 REVIEWED BY: P. GARDNER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 11/18/15 FINISHED: 11/18/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

DEPTH AND ELEVATION OF WATER LEVEL: 11.0 ft. (5820.9)

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; KYLE KILLEBREW; HELPERS,

JOE PROCTOR, BRANDON LANE

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0.0 - 25.0 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 25.0 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 19.2 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 6.1 FT SILTY SAND (SM): ABOUT 80% FINE

SAND; ABOUT 20% FINES WITH NO

PLASTICITY, RAPID DILATANCY; MAXIMUM

SIZE, FINE SAND; LOW DRY STRENGTH, DRY,

TAN IN COLOR; NO REACTION WITH HCl.

6.1 - 8.6 FT CLAYEY SAND (SC): ABOUT 60%

PREDOMINATELY FINE SAND; ABOUT 40%

FINES WITH LOW PLASTICITY, LOW DRY

STRENGTH LOW TOUGHNESS AND SLOW

DILATANCY; TRACE OF COARSE SAND

MAXIMUM SIZE, COARSE SAND, LIGHT

BROWN IN COLOR; NO REACTION WITH HCl.

8.6 - 10.9 FT FAT CLAY (CH): ABOUT 90%

PLASTIC FINES WITH HIGH TOUGHNESS, HIGH

DRY STRENGTH; ABOUT 10% FINE SAND WITH

NO DILATANCY; MAXIMUM SIZE, FINE SAND;

NO REACTION WITH HCl.

10.9 - 16.0 FT CLAYEY SAND (SC): ABOUT 60%

FINE SAND; ABOUT 40% MEDIUM PLASTIC

FINES, NO DILATANCY, MEDIUM DRY

STRENGTH, MEDIUM TO HIGH TOUGHNESS;

MAXIMUM SIZE, FINE SAND; TAN IN COLOR;

NO REACTION WITH HCl.

16.0 - 19.2 FT CLAYEY SAND (SC): ABOUT 60%

PREDOMINATELY FINE SAND; ABOUT 40%

FINES WITH LOW PLASTICITY, LOW DRY

STRENGTH LOW TOUGHNESS AND SLOW

DILATANCY; TRACE OF COARSE SAND

MAXIMUM SIZE,COARSE SAND, LIGHT BROWN

IN COLOR; NO REACTION WITH HCl.

19.2 - 25.0 FT CRETACEOUS MENEFEE

FORMATION (Kmf)

19.2 - 25.0 FT CLAYSTONE: DECOMPOSED

(W9) AND DESCRIBED AS SOIL; FAT CLAY

(CH): ABOUT 90% PLASTIC FINES WITH HIGH

TOUGHNESS, HIGH DRY STRENGTH; ABOUT

10% FINE SAND WITH NO DILATANCY; NO

REACTION WITH HCl.

STRATIGRAPHY:

0.0 - 19.2 FT: QUATERNARY ALLUVIUM (Qal)

19.2 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

CLSTNE

5869.0

5866.5

5864.2

5859.1

5855.9

5850.1

Qal

Kmf

1.8

29.3

26.9

56.7

42.5

31.9

44.6

6.3

4.4

15.0

13.6

16.5

15.9

12.4

36.0

27.0

16.6

26.5 s(CL)

(CL)s s(CL)

7/12/12

15/21/15

14/23/27

11/21/31

16/36/REFUSAL

51.0

38.8

84.5

59.1

86.8

49.0

59.4

15.5

40.9

13.2

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 19.2

COORDINATES: N 1,831,286.9 E 2,476,219.7 GROUND ELEVATION: 5875.1

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-3

AND DATE MEASURED: 11/18/2015 REVIEWED BY: P. GARDNER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 11/18/15 FINISHED: 11/18/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

BOTTOM OF HOLE

0.0 - 2.5 FT: QUATERNARY ALLUVIUM (Qal):

0.0- 2.5 FT SILTY SAND WITH GRAVEL (SM)g:

ABOUT 60% FINE SAND; ABOUT 20% FINES

WITH NO PLASTICITY, NO DRY STRENGTH AND

RAPID DILATANCY; ABOUT 20% FINE TO

COARSE GRAVEL; BROWN IN COLOR, MOIST;

MAXIMUM SIZE, 75MM.

2.5 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

2.5 - 11.9 FT SANDSTONE: TAN IN COLOR,

VERY INTENSELY WEATHERED (W8) VERY

SOFT (H7) IN TOP 1.O FT. SANDSTONE

BECOMES MODERATELY TO INTENSELY

WEATHERED (W6) AND SOFT (H6) BELOW

THE TOP 1.O FT. IT IS FINE GRAINED, AND

THINLY BEDDED. THE SANDSTONE HAS NO

REACTION WITH HCl AND CONTAINS

INTERMITTENT ANGULAR 1"MUDSTONE RIPUP

CLASTS.

11.9 - 13.2 FT SANDSTONE: GREY IN COLOR,

SLIGHTLY WEATHERED TO FRESH (W2) AND

HARD (H3). IT IS MODERATELY BEDDED AND

CALCAREOUS, STRONG REACTION WITH HCl.

ROCK HAMMER RINGS WHEN CORE IS

STRUCK.

13.2 - 24.5 FT SANDSTONE: TAN IN COLOR,

MODERATELY TO INTENSELY WEATHERED

(W6) AND SOFT (H6); FINE GRAINED, AND

THINLY BEDDED, NO REACTION WITH HCl AND

CONTAINS INTERMITTENT ANGULAR

1"MUDSTONE RIPUP CLASTS.

24.5 - 25.0 CLAYSTONE: GREY IN COLOR,

MODERATELY TO INTENSELY WEATHERED

(W6), SOFT (H6). SAMPLE WASHED BY DRILL

AND STUCK TO CORE BARREL.

STRATIGRAPHY: 0.0 - 2.5 FT. QUATERNARY

ALLUVIUM (Qal)

2.5 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

(SM)g

CLST

Qal

Kmf

ALL MEASUREMENTS ARE FROM

GROUND SURFACE AND ARE THE

SAME AS THOSE USED BY THE

DRILLER.

ALL MEASUREMENTS ARE REPORTED

IN FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL

CREW; DRILLER; JOE PROCTOR,

HELPERS; BRANDON LANE; RENATO

MATHESON

PURPOSE:

PRECONSTRUCTION SOIL AND

BEDROCK FOUNDATION

INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 5.0 FT 4 1/4" HSA PILOT BIT

5.0 - 25.0 FT HQ3 WIRELINE CORING

SYSTEM WITH A 3' SPLIT TUBE

SAMPLER AND DIAMOND SURFACE-

SET BIT.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 5.0 FT NONE USED.

5.0 - 25.0 FT WATER

HOLE COMPLETION: HOLE

BACKFILLED WITH CUTTINGS AND

BENTONITE.

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

LABORATORY DATA

LOCATION: REACH 9 PIPELINE

BEGUN: 10/11/15 FINISHED: 10/11/15 TOTAL DEPTH: 25.0

NOTES

D E

P T

PROJECT: NGWSP

U A

L C

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 2.5

COORDINATES: N 1,827,713.2 E 2,477,541.8

SHEET 1 OF 1

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DRILL HOLE DHR9-15-4

W E

A T

H E

SHEET 1 OF 1GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-4

AND DATE MEASURED: REVIEWED BY: J. GILBERT

STATE: NM

HOLE LOGGED BY: CBEYER

ANGLE FROM HORIZONTAL: AZIMUTH:

GROUND ELEVATION: 5963.7 ft.

G E

S Y

M B

O L

H A

R D

N E

S CLASSIFICATION AND

PHYSICAL CONDITION

A N

R A

V E

S T

E X

M O

U R

E C

O N

T E

N T

R Q

DEPTH AND ELEVATION OF WATER LEVEL: WLNE

W S

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JEFF VAN AUSDAL, HELPERS;

JOE PROCTOR; BRIAN HART.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0- 21.1 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 21.1 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 21.1 FT: QUATERNARY ALLUVIUM (Qal):

0.0 - 16.3 FT SILTY SAND (SM): ABOUT 80%

PREDOMINATELY FINE TO MEDIUM SAND;

ABOUT 20% NONPLASTIC FINES, WITH RAPID

DILATANCY, LOW DRY STRENGTH, DRY,

BROWN TO GREY IN COLOR; MAXIMUM SIZE,

MEDIUM SAND; ROOTS ON TOP 1.0 FT; NO

REACTION WITH HCl.

16.3 - 21.1 FT POORLY GRADED SAND WITH

GRAVELS (SP)g: ABOUT 75% FINE TO

COARSE, HARD TO VERY HARD

SUBROUNDED SAND; ABOUT 20% FINE TO

COARSE, HARD TO VERY HARD,

SUBANGULAR TO SUBROUNDED GRAVEL;

ABOUT 5% NONPLASTIC FINES; MAXIMUM

SIZE, 50 mm; NO REACTION WITH HCl.

STRATIGRAPHY: 0.0 - 21.1 FT. QUATERNARY

ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

(SP)g

5944.5

5939.7

Qal

0.1

21.0

11.0

20.1

21.0

3.0

2.3

4.7

2.9

4.7

1.1

0.6

3.5

7.4

(SM)g

2/5/5

3/2/1

1/5/12

5/9/11

6/9/12

20/50/50

REFUSAL

17.4

14.2

33.1

20.3

44.8

13.4

9.9

82.6

85.8

66.9

79.6

55.2

65.6

79.1

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,824,358.0 E 2,478,371.0 GROUND ELEVATION: 5960.8

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 21.1

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-5

AND DATE MEASURED: 8/14/2015 REVIEWED BY: C. BEYER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 8/14/15 FINISHED: 8/14/15

STATE: NM

G E

M B

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U A

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E R

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O V

E R

M O

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O N

T E

N T

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E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JOE PROCTOR, HELPERS;

BRANDON LANE; RENATO MATHESON

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 5.0 4 1/4" HSA WITH PILOT BIT

5.0 - 26.5 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 26.5 FT: QUATERNARY ALLUVIUM (Qal):

0.0 - 7.5 FT POORLY GRADED SAND WITH

CLAY (SP-SC): ABOUT 90% FINE SAND; ABOUT

10% FINES WITH LOW PLASTICITY, LOW

TOUGHNES, LOW DRY STRENGTH AND SLOW

DILATANCY; LOOSE CONSOLIDATOIN;

MAXIMUM SIZE, FINE SAND; WEAK REACTION

WITH HCL.

7.5 - 12.0 FT CLAYEY SAND (SC): ABOUT 85%

PREDOMINATELY FINE SAND; ABOUT 15%

FINES WITH LOW PLASTICITY, LOW

TOUGHNES, LOW DRY STRENGTH AND SLOW

DILATANCY; TRACE MEDIUM SAND AND

COARSE SUBROUNDED GRAVEL; LOOSE

CONSOLIDATOIN; MAXIMUM SIZE, 3 INCHES;

WEAK REACTION WITH HCL.

12.0 - 17.0 FT SILTY SAND WITH GRAVEL

(SM)g: ABOUT 60% FINE SAND; ABOUT 20%

FINES WITH NO PLASTICITY, NO DRY

STRENGTH AND RAPID DILATANCY; ABOUT

20% FINE TO COARSE GRAVEL; BROWN IN

COLOR, DRY, LOOSE CONSOLIDATION;

MAXIMUM SIZE, 3 INCHES; GRAVEL

PULVERIZED BY AUGER AND SPT SAMPLER.

17.0 - 17.5 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ANOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY, AND LOW DRY STRENGTH; NO

REACTION WITH HCL.

17.5 - 22.7 FT POORLY GRADED SAND WITH

GRAVEL (SP-SM)g: ABOUT 75%

PRODOMINATELY FINE SAND, TRACE MEDIUM

TO COARSE SAND; ABOUT 15% FINE TO

COARSE GRAVEL; ABOUT 10% FINES WITH NO

PLASTICITY, RAPID DILATANCY, AND LOW DRY

STRENGTH; MAXIMUM SIZE 3 INICHES; NO

REACTION WITH HCL.

22.7 - 26.5 FT SILTY SAND (SM): ABOUT 85%

PREDOMINATELY FINE SAND, TRACE MEDIUM

TO COARSE SAND; ABOUT 15% FINES WITH

NO PLASTICITY, RAPID DILATANCY, AND LOW

DRY STRENGTH; INTERMITTENT CALCITE

NODULES, CALCITE CEMENTED FROM 22.7 TO

23.5 FT; DRY, BECOMES MOIST BELOW 23.0

FT; STRONG REACTION WITH HCL.

STRATIGRAPHY: 0.0 - 26.5 FT: QUATERNARY

ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

(SP-SC)

(SM)g

(SP-SM)

(SP-SM)g

5923.2

5918.7

5913.7

5913.2

5908.0

5904.2

Qal

39.7

24.3

34.6

1.8

23.6

26.6

24.4

4.9

6.2

5.9

2.7

3.2

2.9

3.2

8.3

7.1

6.5

SC-SM

(GM)s

(SM)g

4/8/7

5/7/7

5/6/7

32/25/19

16/18/17

14/23/20

2734/15

6/9/8

27.7

33.1

32.2

22.8

19.2

13.8

16.1

20.4

72.3

66.9

67.8

37.5

56.5

68.2

49.3

77.8

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,819,682.3 E 2,479,568.4 GROUND ELEVATION: 5930.7

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C. BEYER

TOTAL DEPTH: 26.5

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-6

AND DATE MEASURED: REVIEWED BY:

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/11/15 FINISHED: 10/11/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JOE PROCTOR, HELPERS;

BRANDON LANE; RENATO MATHESON

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 5.0 FT 4 1/4" HSA WITH PILOT BIT

5.0 - 25.0 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 7.3 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 1.0 FT: POORLY GRADED SAND (SP):

ABOUT 95% PREDOMINATELY FINE SAND,

TRACE MEDIUM, AND COARSE SAND, TRACE

GRAVEL; ABOUT 5% FINES WITH NO

PLASTICITY, NO DRY STRENGTH AND RAPID

DILATANCY; WEAK CEMENTATION; MAXIMUM

SIZE, 25MM; NO REACTION WITH HCL.

1.0 - 7.3 FT: FAT CLAY (CH): ABOUT 90% FINES

WITH HIGH PLASTICITY, HIGH DRY STRENGTH,

AND HIGH TOUGHNESS; ABOUT 10% FINE

SAND. GREY IN COLOR; NO REACTION WITH

HCl.

7.3 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

7.3 - 7.8 FT SANDSTONE: DECOMPOSED (W9)

VERY SOFT (H7) CLASSIFIED AS A SOIL.

ABOUT 80% PREDOMINATELY FINE SAND,

TRACE MEDIUM TO COARSE SAND; ABOUT

20% FINES WITH MEDIUM PLASTICITY,

MEDIUM TOUGHNESS AND MEDIUM DRY

STRENGTH; BROWNISH ORANGE IN COLOR,

WEAK REACTION WITH HCl.

7.8 - 25.0 FT SANDSTONE: MODERATELY TO

INTENSELY WEATHERED (W6) SOFT (H6), AND

MODERATELY BEDDED FROM 7.8 TO 15.0 FT;

BECOMES MODERATELY WEATHERED (W5),

MODERATELY SOFT (H5) AND THICKLY

BEDDED BELOW 15 FT; GRAYISH BROWN IN

COLOR, NO REACTION WITH HCl;

SUBANGULAR CLAYSTONE RIPUP CLASTS,

12MM IN DIAMETER FROM 24.5 TO 25.0 FT.

STRATIGRAPHY:

0.0 - 7.3 FT: QUATERNARY ALLUVIUM (Qal)

7.3 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

5937.4

5931.1

5913.4

Qal

Kmf

114.3

40.5

15.7

6.6

94.0

26.3

(CL)s

7/11/13

45/REFUSAL

94.3

71.1

5.7

28.9

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,813,384.1 E 2,481,040.8 GROUND ELEVATION: 5938.4

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C. BEYER

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-7

AND DATE MEASURED: REVIEWED BY: J. GILBERT

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/27/15 FINISHED: 10/27/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G10

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JOE PROCTOR

HELPERS; BRANDON LANE, RENATO

MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 15.0 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

15.0 - 25.0 FT HQ3 WIRELINE CORING

SYSTEM WITH A 3' SPLIT TUBE SAMPLER

AND DIAMOND SURFACE- SET BIT.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 15.0 FT NONE USED.

15.0 - 25.0 FT WATER

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 10.0 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 2.7 FT POORLY GRADED SAND WITH SILT

(SP-SM): ABOUT 90% FINE SAND; ABOUT 10%

NONPLASTIC FINES WITH RAPID DILATANCY,

AND LOW DRY STRENGTH; GRAYISH BROWN

IN COLOR; WEAK CEMENTATION; STRONG

REACTION WITH HCl.

2.7 - 10.0 FT POORLY GRADED SAND WITH

GRAVEL (SP-SM)g: ABOUT 65%

PREDOMINATELY FINE SAND, TRACE MEDIUM

TO COARSE SAND; ABOUT 15% FINE TO

COARSE GRAVEL; ABOUT 10% FINES WITH NO

PLASTICITY, RAPID DILATANCY, AND LOW DRY

STRENGTH; MAXIMUM SIZE, 3 INCHES;

STRONG REACTION WITH HCl.

10.0 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

10.0 - 25.0 FT CLAYSTONE: DARK GREY IN

COLOR, VERY INTENSELY WEATHERED (W8)

AND VERY SOFT (H7) FROM 10.0 TO 12.0 FT.

MODERATELY TO INTENSELY WEATHERED

(W6), SOFT (H6) BELOW 12.0 FT. LAMINATED

TO THINLY BEDDED; INTERMITTENT IRON

OXIDE STAINING CARBONACEOUS

FRAGMENTS AND CALCITE NODULES.

SAMPLES STUCK TO CORE BARREL, MAKING

THEM DIFFICULT TO REMOVE INTACT.

STRATIGRAPHY:

0.0 - 10.0 FT: QUATERNARY ALLUVIUM (Qal)

10.0 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

SP-SM

(SP-SM)g

CLST

5964.9

5957.6

5942.6

Qal

Kmf

4.5

31.8

19.2

29.4

62.4

2.6

4.0

14.4

0.7

15.1

40.4

(SC)g

4/REFUSAL

33/19/16

11/17/19

27.7

33.9

94.8

67.8

34.3

5.2

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 10.0

COORDINATES: N 1,809,042.7 E 2,481,215.1 GROUND ELEVATION: 5967.6

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C. BEYER

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-8

AND DATE MEASURED: REVIEWED BY: J. GILBERT

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/12/15 FINISHED: 10/12/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G11

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; KYLE KILLEBREW

HELPERS; JOE PROCTOR, BRANDON

LANE

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0.0 - 25.9 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

DRILLING MEDIUM:

0.0 - 25.9 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 11.1 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 6.9 FT SILTY SAND (SM): ABOUT 80% FINE

SAND; ABOUT 20% FINES WITH NO

PLASTICITY, RAPID DILATANCY, LOW DRY

STRENGTH; MAXIMUM SIZE, FINE SAND; DRY,

TAN IN COLOR; NO REACTION WITH HCl.

6.9 - 11.1 FT CLAYEY SAND (SC): ABOUT 60%

PREDOMINATELY FINE SAND; ABOUT 40%

FINES WITH MEDIUM PLASTICITY, LOW DRY

STRENGTH LOW TOUGHNESS AND SLOW

DILATANCY; TRACE OF COARSE SAND AND

FINE GRAVEL; MAXIMUM SIZE, FINE GRAVEL;

BROWN IN COLOR; NO REACTION WITH HCl.

11.1 - 25.9 FT CRETACEOUS MENEFEE

FORMATION (Kmf)

11.1 - 25.9 FT SANDSTONE: VERY INTENSELY

WEATHERED TO DECOMPOSED (W8-W9),

VERY SOFT TO SOFT (H6-H7), TAN IN COLOR,

BREAKS WITH MODERATE HAMMER BLOW;

NO REACTION WITH HCl.

STRATIGRAPHY:

0.0 - 11.1 FT: QUATERNARY ALLUVIUM (Qal)

11.1 - 25.9 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

5931.7

5927.5

5912.7

Qal

Kmf

22.3

24.6

27.3

N/A

3.9

5.0

5.8

1.3

2.3

4.4

9.1

14.8

N/P

SC-SM

s(CL)

4/4/7

6/16/21

11/10/16

48/REFUSAL

42.3

41.9

52.7

29.3

27.8

57.7

58.1

47.3

70.7

72.2

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 11.1

COORDINATES: N 1,805,195.0 E 2,480,983.7 GROUND ELEVATION: 5938.6

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 25.9

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-9

AND DATE MEASURED: 11/23/2015 REVIEWED BY: P. GARDNER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 11/22/15 FINISHED: 11/23/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G12

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW;

DRILLER; JOE PROCTOR

HELPERS; BRANDON LANE, RENATO

MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 2.5 FT 4 1/4" HSA WITH PILOT BIT

2.5 - 25.0 FT HQ3 WIRELINE CORING

SYSTEM WITH A 3' SPLIT TUBE SAMPLER

AND DIAMOND SURFACE- SET BIT.

REACHED AUGER REFUSAL IN HARD

COBBLES AND BOULDERS AT 2.5 FT.

SWICHED TO CORING SYSTEM,

RESULTING IN POOR RECOVERY.

NOTE:

MULTIPLE TEST PITS EXCAVATED AND

ABANDONED BY UNKNOWN PARTY NEAR

DHR9-15-10.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 2.5 FT NONE

2.5 - 25.0 FT WATER

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 16.0 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 1.5 FT POORLY GRADED SAND (SP):

ABOUT 95% PREDOMINATELY FINE SAND,

TRACE MEDIUM TO COARSE SAND; ABOUT 5%

FINES WITH NO PLASTICITY, RAPID

DILATANCY, AND LOW DRY STRENGTH

MAXIMUM SIZE, COARSE SAND; NO REACTION

WITH HCl.

1.5 - 2.5 FT POORLY GRADED SAND WITH

GRAVEL (SP)g: ABOUT 75% PREDOMINATELY

FINE SAND, TRACE MEDIUM TO COARSE

SAND; ABOUT 20% FINE TO COARSE GRAVEL;

ABOUT 5% FINES WITH NO PLASTICITY, RAPID

DILATANCY AND LOW DRY STRENGTH;

MAXIMUM SIZE, 3 INCHES; WEAK REACTION

WITH HCl.

2.5 -16.0 FT WELL GRADED GRAVEL WITH

SILT, SAND, COBBLES AND BOULDERS

(GW-GM)scb:

ABOUT 40% HARD FINE GRAINED,

SUBROUNDED SANDSTONE COBBLES; ABOUT

25% FINE TO COARSE SUBROUNDED HARD

FINE GRAINED SANDSTONE GRAVEL; ABOUT

15% FINE TO COARSE SAND; ABOUT 10%

NONPLASTIC FINES; ABOUT 10% HARD FINE

GRAINED, SUBROUNDED SANDSTONE

BOULDERS; MAXIMUM SIZE 1.6 FT.

16.0 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

16.0 - 25.0 FT CLAYSTONE: DARK GREY IN

COLOR, VERY INTENSELY WEATHERED (W8)

AND VERY SOFT (H7) IN TOP 2.0 FT.

MODERATELY TO INTENSELY WEATHERED

(W6), AND SOFT (H6) BELOW TOP 2.0 FT.

LAMINATED TO THINLY BEDDED;

INTERMITTENT IRON OXIDE STAINING,

SAMPLES STUCK TO CORE BARREL, MAKING

THEM DIFFICULT TO REMOVE INTACT.

STRATIGRAPHY:

0.0 - 16.0 FT: QUATERNARY ALLUVIUM (Qal)

16.0 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

(SP)g

(GW-GM)scb

CLST

6046.7

6045.7

6032.2

6023.2

Qal

Kmf

49.2 NP 4.8NP (GM)s15.4 35.4

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 16

COORDINATES: N 1,799,310.8 E 2,480,923.2 GROUND ELEVATION: 6048.2

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C.BEYER

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-10

AND DATE MEASURED: REVIEWED BY: J. GILBERT

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/15/15 FINISHED: 10/15/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G13

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JEFF VAN AUSDALE

HELPERS; JOE PROCTOR, BRIAN HART.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0- 25.0 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 25.0 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 25.0 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 9.7 FT SILTY SAND (SM): ABOUT 80%

PREDOMINATELY FINE TO MEDIUM SAND;

ABOUT 20% NONPLASTIC FINES, WITH RAPID

DILATANCY, LOW DRY STRENGTH, DRY,

BROWN TO GREY IN COLOR; MAXIMUM SIZE,

MEDIUM SAND; ROOTS ON TOP 1.0 FT; NO

REACTION WITH HCl.

9.7 - 12.2 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% PREDOMINATELY

FINE SAND; ABOUT 10% NON PLASTIC FINES,

NO DRY STRENGTH, RAPID DILATANCY;

MAXIMUM SIZE, MEDIUM SAND; DRY, LIGHT

BROWN IN COLOR; NO REACTION TO HCl.

12.2- 16.3 FT SILTY SAND (SM): ABOUT 80%

FINE TO MEDIUM SAND; ABOUT 20%

NONPLASTIC FINES WITH RAPID DILATANCY,

NO DRY STRENGTH; MAXIMUM SIZE, MEDIUM

SAND; NO REACTION WITH HCl.

16.3 - 23.5 FT SANDY LEAN CLAY s(CL): ABOUT

60% FINES WITH MEDIUM TO HIGH

PLASTICITY, NO DILATANCY, MEDIUM TO HIGH

DRY STRENGTH; ABOUT 40% FINE SAND,

BROWN IN COLOR; NO REACTION WITH HCl.

23.5 - 24.2 FT LEAN CLAY (CL): ABOUT 90 %

FINES WITH MEDIUM PLASTICITY, MEDIUM

DRY STRENGTH, MEDIUM TOUGHNESS;

ABOUT 10%, PREDOMINATELY FINE TO

MEDIUM SAND; MAXIMUM SIZE, MEDIUM

SAND; NO REACTION WITH HCL.

24.2 - 25.0 FT POORLY GRADED SAND WITH

SILT AND GRAVEL (SP-SM)g: ABOUT 45%

COARSE TO FINE, HARD, SUBANGULAR TO

SUBROUNDED GRAVEL; ABOUT 30% FINE TO

MEDIUM SAND WITH RAPID DILATANCY;

ABOUT 25% NONPLASTIC FINES, NO DRY

STRENGTH, NO TOUGHNESS; NO REACTION

WITH HCl.

STRATIGRAPHY:

0.0 - 25.0 ft. QUATERNARY ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL NOT

ENCOUNTERED I.D. = INSIDE DIAMETER BNE

= BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

SP-SM

(SP-SM)g

6020.6

6018.1

6014.0

6006.8

6006.1

6005.3

Qal

0.9

0.8

12.8

24.8

21.1

22.5

42.3

46.7

3.3

5.3

1.5

4.1

1.7

9.7

5.7

2.4

5.8

7.2

23.8

32.0

SC-SM

s(CL)

(CL)s

3/5/6

5/5/7

5/6/7

4/5/6

5/6/5

6/11/15

15/22/21

17/18/28

33.8

49.5

17.3

42.7

19.7

61.3

74.1

17.5

66.2

50.5

81.8

57.3

79.5

38.7

25.9

69.7

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,795,726.5 E 2,480,507.3 GROUND ELEVATION: 6030.3

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 25.0

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-11

AND DATE MEASURED: REVIEWED BY: C. BEYER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 8/13/15 FINISHED: 8/13/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G14

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JOE PROCTOR

HELPER; RENATO MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 26.5 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 26.5 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 26.5 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 3.0 FT CLAYEY SAND (SC): ABOUT 80%

FINE SAND: ABOUT 20% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, SLOW

DILATANCY AND LOW TOUGHNESS;

BROWNISH RED IN COLOR; MAXIMUM SIZE,

FINE SAND.

3.0 - 17.5 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY, AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWNISH GREY

IN COLOR.

17.5 - 22.5 FT POORLY GRADED SAND (SP):

ABOUT 95% FINE SAND; ABOUT 5%

NONPLASTIC FINES WITH RAPID DILATANCY,

AND LOW DRY STRENGTH; MAXIMUM SIZE,

FINE SAND; BROWNISH GREY IN COLOR.

22.5 - 26.5 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND, TRACE

COARSE GRAVEL; ABOUT 10% NONPLASTIC

FINES WITH RAPID DILATANCY, AND LOW DRY

STRENGTH; MAXIMUM SIZE, COARSE GRAVEL;

BROWNISH GREY IN COLOR.

STRATIGRAPHY:

0.0 - 26.5 FT: QUATERNARY ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL NOT

ENCOUNTERED I.D. = INSIDE DIAMETER BNE

= BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

SP-SM

6015.4

6000.9

5995.9

5992.4

Qal

2.3

21.7

23.2

25.1

4.4

7.6

7.2

8.3

3.8

3.7

3.8

3.7

4.5

5.3

SC-SM

s(CL-ML)

3/5/4

3/4/4

2/2/3

3/3/3

2/2/3

4/5/5

3/5/6

5/7/20

35.0

49.8

40.6

59.7

39.0

35.8

33.7

35.3

65.0

50.2

59.4

40.3

61.0

64.2

66.3

62.4

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,790,652.6 E 2,480,515.5 GROUND ELEVATION: 6018.4

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C. BEYER

TOTAL DEPTH: 26.5

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-12

AND DATE MEASURED: REVIEWED BY: J. GILBERT

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/27/15 FINISHED: 10/27/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G15

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; KYLE KILLEBREW

HELPERS; JOE PROCTOR, BRANDON

LANE

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRUCK MOUNTED CME 85.

DRILL METHOD:

0.0 - 25.1 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 25.1 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 25.1 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 24.2 FT SILTY SAND (SM): ABOUT 80%

FINE SAND, ABOUT 20%FINES WITH NO

PLASTICITY, RAPID DILATANCY, LOW DRY

STRENGTH; MAXIMUM SIZE, FINE SAND; DRY,

TAN IN COLOR; NO REACTION WITH HCl.

24.2 - 25.1 FT CLAYEY SAND (SC): ABOUT 60%

PREDOMINATELY FINE SAND, TRACE OF

COARSE SAND; ABOUT 40% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH LOW

TOUGHNESS AND SLOW DILATANCY;

MAXIMUM SIZE, COARSE SAND; LIGHT

BROWN IN COLOR, NO REACTION WITH HCl.

STRATIGRAPHY:

0.0 - 25.1 FT: QUATERNARY ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL NOT

ENCOUNTERED I.D. = INSIDE DIAMETER BNE

= BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

5979.7

5978.8

Qal

14.4

14.6

1.9

32.1

20.6

23.2

34.0

2.5

4.2

3.9

4.3

4.1

3.7

4.5

9.7

14.5

7.0

8.0

22.0

s(CL)

SC-SM

s(CL)

3/5/5

3/4/6

4/4/4

4/4/5

3/6/7

5/9/5

5/8/10

10/14/14

16.5

61.7

31.6

35.5

44.6

33.4

44.6

62.5

69.1

23.7

66.5

64.5

55.4

63.7

55.4

37.5

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,786,197.8 E 2,480,789.8 GROUND ELEVATION: 6003.9

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: J. GILBERT

TOTAL DEPTH: 25.1

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-13

AND DATE MEASURED: REVIEWED BY: P. GARDNER

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 11/19/15 FINISHED: 11/19/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G16

21.3

(GW)s

CLST

Qal

Kmf

ALL MEASUREMENTS ARE FROM

GROUND SURFACE AND ARE THE

SAME AS THOSE USED BY THE

DRILLER.

ALL MEASUREMENTS ARE REPORTED

IN FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JOE PROCTOR

HELPER; RENATO MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND

BEDROCK FOUNDATION

INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 8.9 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

8.9- 25.0 FT HQ3 WIRELINE CORING

SYSTEM WITH A 3' SPLIT TUBE

SAMPLER AND DIAMOND SURFACE-

SET BIT.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 8.9 FT NONE USED.

8.9 - 25.0 FT WATER.

HOLE COMPLETION: HOLE

BACKFILLED WITH CUTTINGS AND

BENTONITE.

68.4 10.3 NA NP 2.6

10/34/50

6032.9

6039.2

6041.2

6045.5

6045.9

6055.4

0.0 - 8.8 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 2.5 FT FT POORLY GRADED SAND (SP):

ABOUT 95% FINE SAND; ABOUT 5%

NONPLASTIC FINES WITH RAPID DILATANCY,

AND LOW DRY STRENGTH; MAXIMUM SIZE,

FINE SAND; BROWNISH GREY IN COLOR.

2.5 - 8.8 FT WELL GRADED GRAVEL WITH

SAND (GW)S: ABOUT 60% FINE TO COARSE

SUB ROUNDED TO SUBANGULAR GRAVEL;

ABOUT 35% FINE TO COARSE SAND; ABOUT

5% NONPLASTIC FINES WITH RAPID

DILATANCY AND NO DRY STRENGTH;

MAXIMUM SIZE, 75MM.

8.8 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

8.8 - 10.8 FT CLAYSTONE: VERY INTENSELY

WEATHERED (W8), VERY SOFT (H7), GREY IN

COLOR, IRON OXIDE STAINING; SAMPLE FELL

APART IN CORE BARREL, NO VISIBLE

STRUCTURE.

10.8 - 13.8 FT SANDSTONE: INTENSELY TO

MODERATELY WEATHERED (W6), SOFT (H6),

FINE GRAINED, MODERATELY BEDDED, LIGHT

BROWN IN COLOR. THIN CLAYSTONE

INTERBED 15.4 TO 15.5 FT.

13.8 - 14.2 FT CLAYSTONE: VERY INTENSELY

WEATHERED (W8), VERY SOFT (H7), GREY IN

COLOR, IRON OXIDE STAINING, THINLY

BEDDED.

14.2 - 15.1 FT SANDSTONE: INTENSELY TO

MODERATELY WEATHERED (W6), SOFT (H6),

FINE GRAINED, MODERATELY BEDDED, LIGHT

BROWN IN COLOR.

15.1 - 15.5 FT CLAYSTONE: VERY INTENSELY

WEATHERED (W8), VERY SOFT (H7), GREY IN

COLOR, IRON OXIDE STAINING, THINLY

BEDDED.

15.5 - 25.0 SANDSTONE: MODERATELY

WEATHERED (W5), MODERATELY SOFT (H5),

FINE GRAINED, MODERATELY BEDDED, LIGHT

BROWN IN COLOR, BECOMES BROWNISH

ORANGE WITH IRON OXIDE STAINING BELOW

17.6 FT. CORE SEPARATES ALONG BEDDING

PLANES.

STRATIGRAPHY:

0.0 - 8.8 FT: QUATERNARY ALLUVIUM (Qal)

8.8 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

LABORATORY DATA

LOCATION: REACH 9 PIPELINE

BEGUN: 10/23/15 FINISHED: 10/23/15 TOTAL DEPTH: 25.0

NOTES

D E

P T

PROJECT: NGWSPFEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 8.8

COORDINATES: N 1,779,049.5 E 2,480,659.5

SHEET 1 OF 1 DRILL HOLE DHR9-15-15

U A

L C

G E

S Y

M B

O L

SHEET 1 OF 1GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-15

W E

A T

H E

A N

REVIEWED BY: J. GILBERT

STATE: NM

HOLE LOGGED BY: C. BEYER

GROUND ELEVATION: 6030.4 ft.

CLASSIFICATION AND

PHYSICAL CONDITION

O R

A T

O R

Y C

R A

V E

DATE MEASURED: 10/23/2015

Q D

S T

D E

M O

U R

E C

O N

T E

N T

W S

DEPTH AND ELEVATION OF WATER LEVEL: WLNE

ANGLE FROM HORIZONTAL: -90

H A

R D

N E

S S

O R

E R

E C

O V

E R

G17

(SP-SM)

Qal

Kmf

ALL MEASUREMENTS ARE FROM

GROUND SURFACE AND ARE THE

SAME AS THOSE USED BY THE

DRILLER.

ALL MEASUREMENTS ARE REPORTED

IN FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JOE PROCTOR

HELPER; RENATO MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND

BEDROCK FOUNDATION

INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 2.5 FT 4 1/4" HSA WITH PILOT BIT

2.5 - 25.0 FT HQ3 WIRELINE CORING

SYSTEM WITH A 3' SPLIT TUBE

SAMPLER AND DIAMOND SURFACE-

SET BIT.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 25.0 FT NONE USED.

HOLE COMPLETION: HOLE

BACKFILLED WITH CUTTINGS AND

BENTONITE.

6060.4

0.0 - 2.5 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 2.5 FT POORLY GRADED SAND WITH SILT

(SP-SM): ABOUT 90% FINE SAND, TRACE

COARSE GRAVEL; ABOUT 10% NONPLASTIC

FINES WITH RAPID DILATANCY, AND LOW DRY

STRENGTH; MAXIMUM SIZE, COARSE

GRAVEL; BROWN IN COLOR; MOIST.

2.5 - 25.0 FT CRETACEOUS MENEFEE

FORMATION

2.5 - 4.6 FT SANDSTONE: FINE GRAINED, GREY

IN COLOR, SLIGHTLY WEATHERED (W3),

HARD (H3), INTENSELY FRACTURED (FD7),

CONJUGATE FRACTURES, IRON OXIDE

STAINING ALONG FRACTURES SURFACES,

THINLY TO MODERATELY BEDDED.

4.6 - 5.0 FT CLAYSTONE: VERY INTENSELY

WEATHERED (W8), VERY SOFT (H7), GREY IN

COLOR, IRON OXIDE STAINING, THINLY

BEDDED.

5.0 - 8.3 FT SANDSTONE: FINE GRAINED,

INTENSELY TO MODERATELY WEATHERED

(W6), SOFT (H6), FINE GRAINED, MODERATELY

BEDDED, LIGHT BROWN IN COLOR, NO

REACTION WITH HCl.

8.3 - 9.3 FT CLAYSTONE: VERY INTENSELY

WEATHERED (W8), VERY SOFT (H7), GREY IN

COLOR, IRON OXIDE STAINING, SANDY,

VISIBLE ORGANIC MATERIAL, MODERATELY

BEDDED.

JOINT:

DEPTH INCL R M T HL INFILLING

8.3 10 5 4 3 ORGANIC MATTER.

9.3 - 25.0 FT SANDSTONE: FINE GRAINED,

INTENSELY TO MODERATELY WEATHERED

(W6), SOFT (H6), MODERATELY BEDDED,

LIGHT BROWN IN COLOR, NO REACTION WITH

HCl.

STRATIGRAPHY:

0.0 - 2.5 FT: QUATERNARY ALLUVIUM (Qal)

2.5 - 25.0 FT: CRETACEOUS MENEFEE

FORMATION (Kmf)

ABBREVIATIONS: WLNE = WATER LEVEL NOT

ENCOUNTERED I.D. = INSIDE DIAMETER BNE

= BEDROCK NOT ENCOUNTERED.

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

LABORATORY DATA

LOCATION: REACH 9 PIPELINE

BEGUN: 10/23/15 FINISHED: 10/24/15 TOTAL DEPTH: 25.0

NOTES

D E

P T

PROJECT: NGWSPFEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: 2.5

COORDINATES: N 1,774,202.0 E 2,479,440.2

SHEET 1 OF 1 DRILL HOLE DHR9-15-16

U A

L C

G E

S Y

M B

O L

SHEET 1 OF 1GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-16

W E

A T

H E

A N

REVIEWED BY: J. GILBERT

STATE: NM

HOLE LOGGED BY: C. BEYER

GROUND ELEVATION: 6062.9 ft.

CLASSIFICATION AND

PHYSICAL CONDITION

O R

A T

O R

Y C

R A

V E

DATE MEASURED:

Q D

S T

D E

M O

U R

E C

O N

T E

N T

W S

DEPTH AND ELEVATION OF WATER LEVEL: WLNE

ANGLE FROM HORIZONTAL:

H A

R D

N E

S S

O R

E R

E C

O V

E R

G18

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JOE PROCTOR

HELPER; RENATO MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 26.5 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 26.5 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 26.5 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 4.5 FT CLAYEY SAND (SC): ABOUT 80%

FINE SAND: ABOUT 20% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, SLOW

DILATANCY AND LOW TOUGHNESS;

BROWNISH RED IN COLOR; MAXIMUM SIZE,

FINE SAND.

4.5 - 7.4 FT POORLY GRADED SAND WITH SILT

(SP-SM): ABOUT 90% FINE SAND; ABOUT 10%

NONPLASTIC FINES WITH RAPID DILATANCY

AND LOW DRY STRENGTH; MAXIMUM SIZE,

FINE SAND; BROWN IN COLOR; MOIST.

7.4 - 8.7 CLAYEY SAND (SC): ABOUT 80% FINE

SAND: ABOUT 20% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, SLOW

DILATANCY AND LOW TOUGHNESS;

BROWNISH RED IN COLOR; MAXIMUM SIZE,

FINE SAND.

8.7 - 14.7 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWN IN

COLOR; DRY, CALCAREOUS ZONE FROM 11.8

TO 12.0 FT.

14.7 - 17.0 FT CLAYEY SAND (SC): ABOUT 80%

FINE SAND: ABOUT 20% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, SLOW

DILATANCY AND LOW TOUGHNESS;

BROWNISH RED IN COLOR; MAXIMUM SIZE,

FINE SAND.

17.0 - 17.5 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWN IN

COLOR; DRY.

17.5 - 19.0 FT POORLY GRADED SAND (SP):

ABOUT 90% FINE SAND; ABOUT 10%

NONPLASTIC FINES WITH RAPID DILATANCY

AND LOW DRY STRENGTH; MAXIMUM SIZE,

FINE SAND; BROWN IN COLOR; DRY.

19.0 - 26.5 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWN IN

COLOR; MOIST.

STRATIGRAPHY:

0.0 - 25.6 FT: QUATERNARY ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL

NOT ENCOUNTERED I.D. = INSIDE DIAMETER

BNE = BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

(SP-SM)

6040.1

6037.2

6035.9

6029.9

6027.6

6027.1

6025.6

6018.1

Qal

31.8

22.0

40.4

24.1

22.9

3.3

7.4

4.3

6.4

3.5

4.9

4.6

19.5

1.2

24.6

2.4

2.3

s(CL)

(CL)s

s(ML) s(ML)

3/4/3

6/7/7

3/5/6

5/4/5

3/4/3

5/6/6

3/3/5

34.3

54.4

35.1

49.5

35.4

60.3

50.9

66.7

45.6

64.9

50.5

64.6

39.7

49.1

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,769,729.9 E 2,477,629.6 GROUND ELEVATION: 6044.6

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOLE LOGGED BY: C. BEYER

TOTAL DEPTH: 26.5

GEOLOGIC LOG OF DRILL HOLE NO. DHR9-15-17

AND DATE MEASURED: REVIEWED BY: J. GILBERT

SHEET 1 OF 1

LOCATION: REACH 9 PIPELINE

BEGUN: 10/26/15 FINISHED: 10/26/15

STATE: NM

G E

M B

O L

U A

L C

V A

O R

E R

E C

O V

E R

M O

U R

E C

O N

T E

N T

S T

E X

R A

V E

A N

LABORATORY DATA

O R

A T

O R

Y C

D E

P T

W S

G19

AS THOSE USED BY THE DRILLER.

ALL MEASUREMENTS ARE REPORTED IN

FEET EXCEPT WHERE NOTED.

DRILLED BY: U.C. REGION DRILL CREW

DRILLER; JOE PROCTOR

HELPER; RENATO MATHESON.

PURPOSE:

PRECONSTRUCTION SOIL AND BEDROCK

FOUNDATION INVESTIGATIONS.

DRILL EQUIPMENT:

TRACK MOUNTED CME 850.

DRILL METHOD:

0.0 - 26.5 FT 4 1/4" HSA AND DRY CORE

SYSTEM WITH SPTs.

CASING RECORD:

NONE USED.

DRILLING MEDIUM:

0.0 - 26.5 FT NONE USED.

HOLE COMPLETION: HOLE BACKFILLED

WITH CUTTINGS AND BENTONITE.

0.0 - 26.5 FT QUATERNARY ALLUVIUM (Qal)

0.0 - 12.5 FT CLAYEY SAND (SC): ABOUT 85 %

FINE SAND; ABOUT 15% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, LOW

TOUGHNESS AND SLOW DILATANCY; GREY IN

COLOR; WEAK CEMENTATION.

12.5 - 14.2 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY, AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWN IN

COLOR; DRY.

14.2 - 16.0 FT CLAYEY SAND (SC): ABOUT 85 %

FINE SAND; ABOUT 15% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, LOW

TOUGHNESS AND SLOW DILATANCY; GREY IN

COLOR; LOOSE CONSISTENCY.

16.0 - 18.0 FT POORLY GRADED SAND WITH

SILT (SP-SM): ABOUT 90% FINE SAND; ABOUT

10% NONPLASTIC FINES WITH RAPID

DILATANCY, AND LOW DRY STRENGTH;

MAXIMUM SIZE, FINE SAND; BROWN IN

COLOR; DRY.

18.0 - 26.5 FT CLAYEY SAND (SC): ABOUT 85 %

FINE SAND; ABOUT 15% FINES WITH LOW

PLASTICITY, LOW DRY STRENGTH, LOW

TOUGHNESS AND SLOW DILATANCY; GREY IN

COLOR; WEAK CEMENTATION.

STRATIGRAPHY:

0.0 - 26.5 FT: QUATERNARY ALLUVIUM (Qal)

ABBREVIATIONS: WLNE = WATER LEVEL NOT

ENCOUNTERED I.D. = INSIDE DIAMETER BNE

= BEDROCK NOT ENCOUNTERED.

BOTTOM OF HOLE

(SP-SM)

6035.1

6033.4

6031.6

6029.6

6021.1

Qal

41.5

46.1

28.8

23.2

47.8

22.2

21.5

9.6

5.3

7.3

6.2

4.5

6.3

26.2

30.6

11.0

5.4

72.1

2.0

2.3

(CL)s s(CL)

(CL)s

SC-SM

(CL)s

(CH)s

s(ML)

2/3/4

4/6/7

4/6/8

7/10/11

9/11/12

6/7/9

5/8/9

79.1

53.7

33.2

80.6

80.2

47.1

52.7

20.9

46.3

66.8

19.4

19.8

52.9

47.3

COMMENTS:

ALL ANGLES MEASURED FROM CORE AXIS AT ZERO DEGREES, UNLESS OTHERWISE NOTED.

DRAWING NO. 40-D-6499. STANDARD DESCRIPTORS AND DESCRIPTIVE CRITERIA FOR DISCONTINUITIES.

PROJECT: NGWSP

ANGLE FROM HORIZONTAL:

FEATURE: REACH 9, 10 AND 11

DEPTH TO BEDROCK: BNE

COORDINATES: N 1,765,078.6 E 2,475,667.7 GROUND ELEVATION: 6047.6

CLASSIFICATION AND

PHYSICAL CONDITIONNOTES

HOL…

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