Attachment__3_00_00_02a_Geologic_Drawing_and_Data_01-6-2022_3.pdf

PDF 17 MB Posted Mar 28, 2022

Attached to: NGWSP PUMPING PLANTS 2&3 Federal contract opportunity
Solicitation number: 140R4022R0010
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for the construction of two pumping plants. The solicitation number is 140R4022R0010 for the NGWSP PUMPING PLANTS 2&3 opportunity issued by the Department of the Interior Bureau of Reclamation. The pre-solicitation opportunity involves the construction of pumping plants 2 and 3 as part of the New Mexico Unit of the Navajo-Gallup Water Supply Project. While the attached file is a geologic drawing and data document, the related federal contract opportunity indicates the Bureau of Reclamation is seeking offers for the construction of the specified pumping plants with no defined response date or award timing provided.

View the file

Other files for this federal contract opportunity

Other files attached to NGWSP PUMPING PLANTS 2&3, newest first.
File	Type	Posted
Attachment__9_Subcontracting_Plan_Template_3.docx	DOCX document	Mar 28, 2022
01_Presol_Notice_24MAR22_3.docx	DOCX document	Mar 28, 2022
Attachment__6_Past_Performance_Questionnaire_3.pdf	PDF	Mar 28, 2022
Attachment__2_NGWSP_-_PP2_3_-_Final_Drawings_BINDER_R1_3.pdf	PDF	Mar 28, 2022
Attachment__5_WD_NM20220046_Building_-_San_Juan_County__NM_3.pdf	PDF	Mar 28, 2022
Attachment__1_00_00_01_-_Specification_01-14-2022_3.pdf	PDF	Mar 28, 2022
140R4022R0010_Draft_RFP_25MAR22_3.pdf	PDF	Mar 28, 2022
Attachment__8_Key_Personnel_Form_3.docx	DOCX document	Mar 28, 2022
Attachment__7_Experience_Form_3.docx	DOCX document	Mar 28, 2022
Attachment__4_WD_NM20220040_Heavy_-_San_Juan_County__NM_3.pdf	PDF	Mar 28, 2022

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REACH 3

REACH 4A

REACH 4C

REACH 7

REACH 8

REACH 9A

REACH 10 REACH 10.1

REACH 10.2 REACH 10.3

REACH 11

REACH 12A

REACH 12B

REACH 12.2

REACH 12.1 REACH 13

REACH 22A

REACH 22B

ENWP PHASE 3

ENWP PHASE 2

REACH 24.1

JAN STUB

REACH 25

REACH 26.1

REACH 26.2

REACH 26.3

REACH 14.6A

REACH 14.8A

REACH 27

(GALLUP REGIONAL)

SHIPROCK CONNECTION

SANOSTEE

NEWCOMB

SHIPROCK FARMINGTON

AZTEC

BLOOMFIELD

GALLUP

CROWNPOINT

NAPI TO

Tsé Da’azkání Pumping Plant (2)

Tó Ałts’íísí Pumping Plant (3)

Tooh Haltsooi Pumping Plant (4)

Pumping Plant No. 7

Tohlakai Hill Pumping Plant (8,9,10)

Pumping Plant No.12

Pumping Plant No. 13

Pumping Plant No. 1(c)

Pumping Plant No. 2(c)

14.3a Pumping Plant (284gpm)

14.1 Pumping Plant

14.2 Pumping Plant

14.6 Pumping Plant

14.7a Pumping Plant

Pumping Plant No. 3(c)

Reach 25 Booster Station

Phase 3 Booster Station Phase 2 Booster Station

JICARILLA

APACE INDIAN

RESERVATION

TOHATCHI

NASCHITTI

NAKAIBITO

Huerfano Turnout

Nageezi Turnout

Counselor Turnout

Ojo-Encino North Turnout

Pueblo Pintado Turnout

Torreon Turnout

Tohatchi/Buffalo Springs TO

Shiprock Turnout

Sheep Springs N Turnout

Sanostee/Burnham Turnout

Rock Springs Turnout

Crownpoint Turnout

Newcomb Turnout

Naschitti Turnout

Coyote Canyon TO

NahodishgishTurnout

Window Rock Turnout

Jicarilla Apache Nation Turnout

Twin Lakes Turnout

N a v a j o

I n d i a n

I r r i g a t i o n

P r o j e c t

Ma i n

C a n a l

REACH 21

REACH 4B

CUTTER LATERAL WATER

TREATMENT PLANT

574491

R io

A rr ib a

San Juan

S an do va l

McKinley

A pa ch e

Cibola

REACH 9B

CUDEI

BECLAIBITO

SHIPROCK

HOGBACK

TEECHOSPOS

RED VALLEY

NEZAHNEZAD

FRUITLAND UPPER

SANOSTEE

HUERFANO

LUKACHUKAI

COVE

ROUND ROCK

SWEETWATER

TSAILE/WHEATFIELDS

NEWCOMB

TWO GREY HILLS

BURNHAM

SHEEP SPRINGS

CRYSTAL

SAWMILL

NASCHITTI

WHITEROCK

LAKE VALLEY

NAGEEZI

RED LAKE MEXICAN SPRINGS TOHATCHI

FORT DEFIANCE

TWIN LAKES

COYOTE CANYON

NAHODISHGISH

STANDING ROCK

ROCK SPRINGS

TSAYATCH

CHURCH ROCK

MARIANO LAKE

IYANBITO SMITH LAKE

CASAMERA LAKE

LITTLEWATER

CROWNPOINT

THOREAU

RED ROCK

MANUEITO

BREADSPRINGS

BACA/HAYSTACK

CHICHILTAH

LUPTON

HOUCK

OAKS SPRINGS

KINLICHEE

CANONCITO

WHITE HORSE LAKE

PUEBLO PINTADO

BECENTI

TORREON

OJO ENCINO

COUNSELOR

SAINT MICHAELS

NAHATA DZIIL

CHINLE

NAZLINI

NAVAJO

RESERVOIR

CUTTER

RESERVOIR

ANIM

RIVER

MORGAN

LAKE

For Location Map see drawing number 1695-529-131.

REACH 6

SAN JUAN LATERAL

WATER TREATMENT PLANT

CROWNPOINT CONNECTION

Crownpoint Connection Pumping Plant

Standing Rock Turnout

ENWP PHASE 4

TUNI TCHA MOUNTA

R E

R O

C K

V A

L L

E Y

Z U

N I

U N

T A

I N

Y L

O R

N a v a j o

I n d i a n

I r r i g a t i o n

P r o j e c t

Ma i n

C a n a l

C H A C O M E S A

S A N M A T E A M E S A

C H

A C

O R

I V

B I S T I

W I L D E R N E S S

CHACO CULTURE

NATIONAL HISTORIC

PARK

C H

U S

U N

H A R D G R O U N D

F L A T

San Juan

River

SAN JUAN RIVER

INTAKE (REACH 1)Tsétaak’áán Pumping Plant (1)

REACH 2

NAPI Turnout

SJGS

RESERVOIR

Dona Ana

Los Alamos Harding Mora

Rio Arriba

Quay

Guadalupe

San Juan

Sandoval

Sierra

Lincoln

Bernalillo

Union

Valencia

Hidalgo

Curry

Roosevelt

Chaves

De Baca

Santa Fe

Otero

San Miguel

Grant

Luna

Lea

Torrance

Catron

Cibola

Colfax

Socorro

McKinley

Eddy

COLORADO

A R

O N

O K

H O

M A

TEX

A S

NEW MEXICO

MEXICO

Taos Colfax

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-G

P W

D A'

KÁ

NÍ

GENERAL MAP

FARMINGTON, NM

1695-529-60285

2020-06-12

1Au to

R el

. 2 3.

-5

-6

-R

D -1

.D W

, 2

KEY MAP

General Map Area

Miles

1:380000

Pipeline (Varied by Reach)

Water Treatment Plant

Pumping Plant Location

Turnout Location

Jicarilla Indian Reservation

Navajo Nation Indian Reservation (Chapters)

Highway (as desiginated)

County Line

LEGEND

A R I Z O

N A

X I C O

For Location Map see drawing number 1695-529-60287

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

D.Thornburg

Paul Gardner

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

N O

-1

D T

H O

R N

B U

R G

D R

C H

T H

R U

S A N

J U

A N

R A L

K E, A N

D P

U M

G P

T N

C A

O N

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

NEVADA

AutoCAD SHX Text

UTAH

NAPI Turnout

Tsé Da’azkání Pumping Plant (2)

COLORADO

MEXICO

A R

O N

O K

H O

M A

TEX

A S

Dona Ana

Los Alamos Mora

Taos

Sierra

Sandoval

Lincoln

Union

Valencia Curry

Hidalgo

Chaves

De Baca

Grant

Santa Fe San Miguel

Cibola

Socorro Catron

Eddy

Harding

Rio Arriba

Guadalupe

Quay Bernalillo

Roosevelt

Otero

Luna

Lea

Torrance

Colfax

NEW MEXICO

McKinley

San Juan

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

D.Thornburg

Paul Gardner

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

Managing

LAR M TA IOCE N

W in theWa estter C

Y S T E M

A ut oC A D

1s C

L E N

A M

-5

-6

-R

D -1

.D W

S T

S A V

D A

-1 0-

S T

S A V

B Y

O R N

B U

R G

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

D A ’A

Z K Á N

N G

N T

LOCATION MAP

FARMINGTON, NM

1695-529-60287

2021-01-08

VICINITY MAP

LOCATION MAP

Vicinity Map Area

Location Map Area

Proposed Reach 2

Proposed Reach 3

Proposed Reach 4A

KEY MAP

San Juan Lateral Water Treatment Plant

San Juan River Intake (Reach 1)

1. Coordinates based on New Mexico State Plane West Zone, feet.

(NAD83).

2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999734970999.

GENERAL NOTES

REFERENCE DRAWINGS

Exisiting 42" Pipeline

Proposed Reach 4B - Pipeline

General Map.........................................................1695-529-60253 Location of Exploration..........................................1695-529-60311 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60257 Geologic Sections A-A' and B-B' ...........................1695-529-60327 Geologic Sections C-C', D-D' & E-E'........................1695-529-60328

Proposed Reach 4A - Pipeline

Tsé Da'azkázkání Pumping Plant (2)

3.4 Miles to

US HWY 491

0 1500' 3000'

0 4000' 8000'

Tsé Da'azkázkání Pumping Plant (2)

San Juan Generating Station Reservoir

Morgan Lake

Proposed Reach 4B

-1

D T

H O

R N

B U

R G

T H

C A

O N

S O

F R

C H

H R O

U G

H R

C H

P P

E l e v

P r o j

L t

1.3

T.D. 49.5

SHALE

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

CHRIS BEYER

D. THORNBURG

CHRIS BEYER/PAUL GARDNER

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

A L W

A Y S

T H

I N

S A F E T Y

SHEET

B U

R E

R E C L A M

A T I O

U S

E P A R T M

E N

T H

I N

T E R I O

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A u t o C s

L E N

A M

R D

W G

L A S T

S A V

T E

L A S T

S A V

D T H

O R N

B U

R G

N A V A J O

A L L U

A T E R

S U

P P L Y

P R O

J E C T

X I C O

T E R A L

T S É

A A Z K Á N

P U

M P I N

P L A N

GENERAL GEOLOGIC

LEGEND, EXPLANATION,

AND NOTES

FARMINGTON, NM

1695-529-60293

2021-01-08

GENERAL GEOLOGIC LEGEND

STRATIGRAPHY

GEOLOGIC EXPLANATION

GENERAL GEOLOGIC NOTES

Drill Hole location with identification number

Test Pit location with Identification number

Geologic Unit Contact

Dashed where approximate

Queried where inferred

Geologic standards and definitions used for rock quality and rock discontinuities are based on Bureau of Reclamation Engineering

Geology Field Manual and drawing numbers 40-D-6493 and 40-D-6499.

Soil classification and descriptions are based on the Unified Soil

Classification System (USCS) and Bureau of Reclamation procedures and guidelines as described in Geotechnical Branch Training Manuals Nos. 4, 5, 6, and Designations USBR 5000 (laboratory classification) and USBR

5005 (visual classification). These procedures are similar to ASTM

D2487-11 and ASTM D2488-09A respectively.

Interpretations shown on geologic profiles are based on Test Pit, Drill

Hole, outcrop, and field mapping data. Interpretations suggest general trends between data points and do not depict localized irregularities.

For the entire description of material, drilling or excavation method and conditions, exact locations of the hole, etc., see complete log.

BEDROCK ABBREVIATIONS:

SS - SANDSTONE

SH - SHALE

CLSTN - CLAYSTONE

Drill Hole or Test Pit on profile

(dashed where projected)

Quaternary Alluvium

Quaternary alluvium deposits overlie bedrock at the Pumping Plant 2 Site. Observed thickness ranges from 0.4 to

3.3 feet. Visual soil classifications include Sandy Silt s(ML), Silt with Sand (ML)s, Clayey Sand (SC), Sandy Lean Clay s(CL), and Lean Clay (CL). For more detail, see each specific geologic log. Quaternary Alluvium is used to describe all unconsolidated surficial deposits regardless of origin. The alluvium is derived from a variety of sources including eolian and alluvial deposition as well as weathering and decomposition of in-place claystone, and shale bedrock.

Cretaceous Mancos Shale

The upper member of the Mancos Shale consists of interbedded fine-grained, mixed clastic laminations to thin beds of claystone and shale. Bedding planes are near horizontal and contacts between shale and claystone can be gradational. The shale is calcareous, sandy, fissile, light to dark gray, light to dark brown to black in color and banded or mottled in places. The shale ranges from moderately soft (H5) to hard (H3) and decomposed (W9) to slightly weathered (W3). The claystone is light to dark brown, sandy and laminated to thinly bedded. The claystone ranges from very soft (H7) to moderately soft (H5) and very intensely weathered (W8) to moderately weathered (W5). The claystone is friable and easily separates on bedding planes, slakes rapidly in water, and exhibits iron and manganese oxide staining.

The claystone is carbonaceous, contains calcium carbonate, mica and has thin to moderately thick gypsum infilling in some joints. Backhoe test pits generally reached refusal after excavating 2-to-4 feet into Mancos Shale (Km). Shale was generally recovered as 2-to-10 inch subangular, flat fragments, depending on hardness and weathering.

Qal

G-6

AutoCAD SHX Text Km

AutoCAD SHX Text Qal

AutoCAD SHX Text

TPPP2-19-10

AutoCAD SHX Text Km

AutoCAD SHX Text Qal

AutoCAD SHX Text Km

AutoCAD SHX Text Qal

AutoCAD SHX Text

DHPP2-19-6

TPPP2-19-2

TPPP2-19-3

TPPP2-19-6

TPPP2-19-7

TPPP2-19-8

DHPP2-19-11

DHPP2-19-10

TPPP2-19-5

TPPP2-19-4

TPPP2-19-1

INDIAN SERVICE ROUTE 5017

Qal

DHPP2-19-1

DHPP2-19-2

DHPP2-19-3

DHPP2-19-4

DHPP2-19-5

DHPP2-19-6

DHPP2-19-7

DHPP2-19-8

DHPP2-19-9

DHPP2-20-12A

C' D

S19° 08' 40.38"E

S57° 23' 52.62"E

S87° 01' 07.13"E

S2 4°

S2 2°

FOR OFFICIAL USE ONLY

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

D.THORNBURG

Paul Gardner

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

FOR OFFICIAL USE ONLY

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A ut oC A D

1s C

L E N

A M

-5

-6

-R

D -1

.D W

S T

S A V

D A

-1 0-

S T

S A V

B Y

O R N

B U

R G

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

D A ’A

Z K Á N

N G

N T

SURFACE GEOLOGY AND

LOCATION OF

EXPLORATION

FARMINGTON, NM

1695-529-60291

2021-01-08

1. Coordinates based on New Mexico State Plane West Zone, feet. (NAD83).

2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999734970999.

3. Contour interval is 1 feet.

GENERAL NOTES

REFERENCE DRAWINGS

General Map.........................................................1695-529-60285 Location Map........................................................1695-529-60287 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60293 Geologic Sections A-A', and B-B .............................................................................1695-529-60327 Geologic Sections C-C', D-D' and E-E' .............................................................................1695-529-60328

Point Table

Description

TPPP2-19-1

TPPP2-19-2

TPPP2-19-3

TPPP2-19-4

TPPP2-19-5

TPPP2-19-6

TPPP2-19-7

TPPP2-19-8

Northing

2040714.94

2040611.76

2040716.23

2040774.49

2040778.34

2040725.93

2040809.85

2040844.87

Easting

2484645.16

2484579.14

2484573.82

2484636.86

2484564.37

2484455.17

2484434.95

2484392.40

Longitude

W108° 38' 44.66"

W108° 38' 45.46"

W108° 38' 45.54"

W108° 38' 44.77"

W108° 38' 45.66"

W108° 38' 46.99"

W108° 38' 47.25"

W108° 38' 47.77"

Latitude

N36° 36' 19.70"

N36° 36' 18.68"

N36° 36' 19.71"

N36° 36' 20.29"

N36° 36' 20.32"

N36° 36' 19.80"

N36° 36' 20.62"

N36° 36' 20.97"

Point Table

Description

DHPP2-19-1

DHPP2-19-2

DHPP2-19-3

DHPP2-19-4

DHPP2-19-5

DHPP2-19-6

DHPP2-19-7

DHPP2-19-8

DHPP2-19-9

DHPP2-19-10

DHPP2-19-11

DHPP2-20-12

Northing

2040712.55

2040615.27

2040688.70

2040812.78

2040774.25

2040653.69

2040668.20

2040739.73

2040766.29

2040840.26

2040863.98

2040805.58

Easting

2484611.40

2484625.69

2484521.43

2484606.90

2484679.26

2484547.81

2484448.51

2484417.85

2484498.51

2484481.22

2484542.85

2484560.20

Longitude

W108° 38' 45.08"

W108° 38' 44.89"

W108° 38' 46.18"

W108° 38' 45.14"

W108° 38' 44.25"

W108° 38' 45.85"

W108° 38' 47.07"

W108° 38' 47.45"

W108° 38' 46.47"

W108° 38' 46.68"

W108° 38' 45.93"

W108° 38' 45.71"

Latitude

N36° 36' 19.68"

N36° 36' 18.72"

N36° 36' 19.43"

N36° 36' 20.67"

N36° 36' 20.29"

N36° 36' 19.09"

N36° 36' 19.23"

N36° 36' 19.93"

N36° 36' 20.20"

N36° 36' 20.93"

N36° 36' 21.17"

N36° 36' 20.59"

Feet 1:360

60300 15

Tsé Da’azkání Pumping Plant (2)

N O

-1

D T

H O

R N

B U

R G

C O

R R

T S

B O

E V A T I O

DISTANCE IN FEET

GEOLOGIC SECTION A-A'

000 100 200 300 400

SHALE SHALE

Qal

T P P P

E l e v

P r o j

R t

D H

P P

E l e v

P r o j

L t

D H

P P

E l e v

P r o j

R t

T P P P

E l e v

P r o j

L t

T P P P

E l e v

P r o j

L t

D H

P P

E l e v

P r o j

L t

3.3

1.3

3.8

2.2

3.0

2.5

T.D. 7.2

T.D. 6.4

T.D. 5.2

T.D. 49.5

T.D. 50.0

SHALE

s(ML)

(CL)

S87° 01' 07.13"E

Original

Ground

Surface

E L E V A T I O

DISTANCE IN FEET

GEOLOGIC SECTION B-B'

000 100 200 300 400

T P P P

E l e v

P r o j

L t

3.3

T.D. 7.2

SHALE

T P P P

E l e v

3.1

T.D. 7.0

SHALE

D H

P P

E l e v

P r o j

L t

1.3

T.D. 49.5

SHALE

T P P P

E l e v

P r o j

L t

3.0

T.D. 5.0

SHALE

s(ML)

D H

P P

E l e v

P r o j

R t

2.8

T.D. 49.5

SHALE

S57° 23' 52.62"E

Original

Ground

Surface

Qal

FOR OFFICIAL USE ONLY

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

CHRIS BEYER

D. THORNBURG

PAUL GARDNER/CHRIS BEYER

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

FOR OFFICIAL USE ONLY

A L W

A Y S

T H

I N

S A F E T Y

SHEET

B U

R E

R E C L A M

A T I O

U S

E P A R T M

E N

T H

I N

T E R I O

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A u t o C s

L E N

A M

R D

W G

L A S T

S A V

T E

L A S T

S A V

D T H

O R N

B U

R G

N A V A J O

A L L U

A T E R

S U

P P L Y

P R O

J E C T

X I C O

T E R A L

T S É

A A Z K Á N

P U

M P I N

P L A N

GEOLOGIC SECTIONS

A-A' AND B-B'

FARMINGTON, NM

1695-529-60327

2021-01-08

REFERENCE DRAWINGS

General Map.........................................................1695-529-60285 Location Map........................................................1695-529-60287 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60293 Surface Geology and Location of Geologic Sections & Explorations .............................................................................1695-529-60291 Geologic Sections C-C', D-D' and E-E' ............................................................................1695-529-60328

G--8

E V A T I O

DISTANCE IN FEET

GEOLOGIC SECTION E-E'

000 100 200 260

S22° 10' 06.69"W

T P P P

E l e v

P r o j

L t

2.2

T.D. 5.2

SHALE

s(ML)

D H

P P

E l e v

P r o j

L t

2.8

T.D. 49.5

SHALE

T P P P

E l e v

P r o j

R t

2.9

T.D. 4.6

SHALE

Qal

E L E V A T I O

DISTANCE IN FEET

GEOLOGIC SECTION D-D'

000 100 200 260

D H

P P

E l e v

3.0

T.D. 49.0

(ML)s

D H

P P

E l e v

P r o j

R t

1.3

T.D. 49.5

SHALE

T P P P

E l e v

P r o j

L t

2.2

T.D. 5.0

SHALE

D H

P P

E l e v

P r o j

L t

0.4

T.D. 49.0

SHALE SHALE

S24° 46' 43.54"W

Qal

E L E V A T I O

DISTANCE IN FEET

GEOLOGIC SECTION C-C'

000 100 200 300

D H

P P

E l e v

1.3

T.D. 49.5

SHALE

D H

P P

E l e v

P r o j

R t

2.0

T.D. 49.0

SHALE

s(ML)

D H

P P

E l e v

P r o j

L t

1.8

T.D. 50.0

SHALE

s(CL)

D H

P P

E l e v

P r o j

L t

3.0

T.D. 49.5

T P P P

E l e v

P r o j

L t

2.9

T.D. 4.6

SHALE

S19° 08' 40.38"E

Qal

FOR OFFICIAL USE ONLY

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

CHRIS BEYER

D. THORNBURG

PAUL GARDNER/CHRIS BEYER

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

FOR OFFICIAL USE ONLY

A L W

A Y S

T H

I N

S A F E T Y

SHEET

B U

R E

R E C L A M

A T I O

U S

E P A R T M

E N

T H

I N

T E R I O

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A u t o C s

L E N

A M

R D

W G

L A S T

S A V

T E

L A S T

S A V

D T H

O R N

B U

R G

N A V A J O

A L L U

A T E R

S U

P P L Y

P R O

J E C T

X I C O

T E R A L

T S É

A A Z K Á N

P U

M P I N

P L A N

GEOLOGIC SECTIONS

C-C', D-D' AND E-E'

FARMINGTON, NM

1695-529-60328

2021-01-08

REFERENCE DRAWINGS

General Map.........................................................1695-529-60285 Location Map........................................................1695-529-60287 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60293 Surface Geology and Location of Geologic Sections & Explorations .............................................................................1695-529-60291 Geologic Sections A-A' AND B-B'...........................1695-529-60327

G - 9

REACH 3

REACH 4A

REACH 4C

REACH 7

REACH 8

REACH 9A

REACH 10 REACH 10.1

REACH 10.2 REACH 10.3

REACH 11

REACH 12A

REACH 12B

REACH 12.2

Navajo Code Talkers Sublateral REACH 13

REACH 22A

REACH 22B

ENWP PHASE 3

ENWP PHASE 2

REACH 24.1

JAN STUB

REACH 25

REACH 26.1

REACH 26.2

REACH 26.3

REACH 14.6A

REACH 14.8A

REACH 27

(GALLUP REGIONAL)

SHIPROCK CONNECTION

SANOSTEE

NEWCOMB

SHIPROCK FARMINGTON

AZTEC

BLOOMFIELD

GALLUP

CROWNPOINT

NAPI TO

Tsétaak’áán Pumping Plant (1)

Tsé Da’azkání Pumping Plant (2)

Tó Ałts’íísí Pumping Plant (3)

Tooh Haltsooi Pumping Plant (4)

Pumping Plant No. 7

Tohlakai Hill Pumping Plant (8,9,10)

Pumping Plant No.12

Pumping Plant No. 13

Pumping Plant No. 1(c)

Pumping Plant No. 2(c)

14.3a Pumping Plant (284gpm)

14.1 Pumping Plant

14.2 Pumping Plant

14.6 Pumping Plant

14.7a Pumping Plant

Pumping Plant No. 3(c)

Reach 25 Booster Station

Phase 3 Booster Station Phase 2 Booster Station

JICARILLA

APACE INDIAN

RESERVATION

TOHATCHI

NASCHITTI

NAKAIBITO

Huerfano Turnout

Nageezi Turnout

Counselor Turnout

Ojo-Encino North Turnout

Pueblo Pintado Turnout

Torreon Turnout

Tohatchi/Buffalo Springs TO

Shiprock Turnout

Sheep Springs N Turnout

Sanostee/Burnham Turnout

Rock Springs Turnout

Crownpoint Turnout

Newcomb Turnout

Naschitti Turnout

Coyote Canyon TO

NahodishgishTurnout

Window Rock Turnout

Jicarilla Apache Nation Turnout

Twin Lakes Turnout

N a v a j o

I n d i a n

I r r i g a t i o n

P r o j e c t

Ma i n

C a n a l

REACH 21

REACH 4B

CUTTER LATERAL WATER

TREATMENT PLANT

574491

R io

A rr ib a

San Juan

S an do va l

McKinley

A pa ch e

Cibola

REACH 9B

CUDEI

BECLAIBITO

SHIPROCK

HOGBACK

TEECHOSPOS

RED VALLEY

NEZAHNEZAD

FRUITLAND UPPER

SANOSTEE

HUERFANO

LUKACHUKAI

COVE

ROUND ROCK

SWEETWATER

TSAILE/WHEATFIELDS

NEWCOMB

TWO GREY HILLS

BURNHAM

SHEEP SPRINGS

CRYSTAL

SAWMILL

NASCHITTI

WHITEROCK

LAKE VALLEY

NAGEEZI

RED LAKE MEXICAN SPRINGS TOHATCHI

FORT DEFIANCE

TWIN LAKES

COYOTE CANYON

NAHODISHGISH

STANDING ROCK

ROCK SPRINGS

TSAYATCH

CHURCH ROCK

MARIANO LAKE

IYANBITO SMITH LAKE

CASAMERA LAKE

LITTLEWATER

CROWNPOINT

THOREAU

RED ROCK

MANUEITO

BREADSPRINGS

BACA/HAYSTACK

CHICHILTAH

LUPTON

HOUCK

OAKS SPRINGS

KINLICHEE

CANONCITO

WHITE HORSE LAKE

PUEBLO PINTADO

BECENTI

TORREON

OJO ENCINO

COUNSELOR

SAINT MICHAELS

NAHATA DZIIL

CHINLE

NAZLINI

NAVAJO

RESERVOIR

CUTTER

RESERVOIR

ANIM

RIVER

MORGAN

LAKE

For Location Map see drawing number 1695-529-131.

REACH 6

SAN JUAN LATERAL

WATER TREATMENT PLANT

CROWNPOINT CONNECTION

Crownpoint Connection Pumping Plant

Standing Rock Turnout

ENWP PHASE 4

TUNI TCHA MOUNTA

L L

E Y

Z U

N I

M O

U N

T A

I N

Y L

O R

N a v a j o

I n d i a n

I r r i g a t i o n

P r o j e c t

Ma i n

C a n a l

C H A C O M E S A

S A N M A T E A M E S A

C H

A C

O R

I V

B I S T I

W I L D E R N E S S

CHACO CULTURE

NATIONAL HISTORIC

PARK

C H

U S

K A

M O

U N

H A R D G R O U N D

F L A T

San Juan

River

REACH 2

Existing SJGS Pumping Plant

Existing SJGS Pipeline

San Juan River Intake Pumping Plant (Reach 1)

San Juan Generating Station Reservoir (SJGS)

Dona Ana

Los Alamos Harding Mora

Rio Arriba

Quay

Guadalupe

San Juan

Sandoval

Sierra

Lincoln

Bernalillo

Union

Valencia

Hidalgo

Curry

Roosevelt

Chaves

De Baca

Santa Fe

Otero

San Miguel

Grant

Luna

Lea

Torrance

Catron

Cibola

Colfax

Socorro

McKinley

Eddy

COLORADO

A R

O N

O K

H O

M A

TEX

A S

NEW MEXICO

MEXICO

Taos Colfax

Existing SJGS Pumping Plant

Existing SJGS Pipeline

San Juan Generating Station Reservoir (SJGS)

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-G

P W

TÓ

ŁT

S’

ÍÍ

SÍ

GENERAL MAP

FARMINGTON, NM

1695-529-60286

2021-07-15

1Au to

R el

. 2

-5

-6

-R

D -1

.D W

6, 0:

KEY MAP

General Map Area

Miles

1:380000

Pipeline (Varied by Reach)

Water Treatment Plant

Pumping Plant Location

Turnout Location

Jicarilla Indian Reservation

Navajo Nation Indian Reservation (Chapters)

Highway (as desiginated)

County Line

LEGEND

A R I Z O

N A

X I C O

For Location Map see drawing number 1695-529-60288

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

D.Thornburg

D.Thornburg x

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

G - 10

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

NEVADA

UTAH

COLORADO

MEXICO

A R

O N

O K

H O

M A

TEX

A S

Dona Ana

Los Alamos Mora

Taos

Sierra

Sandoval

Lincoln

Union

Valencia Curry

Hidalgo

Chaves

De Baca

Grant

Santa Fe San Miguel

Cibola

Socorro Catron

Eddy

Harding

Rio Arriba

Guadalupe

Quay Bernalillo

Roosevelt

Otero

Luna

Lea

Torrance

Colfax

NEW MEXICO

McKinley

San Juan

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

D.Thornburg

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A ut oC A D

1s C

L E N

A M

-5

-6

-R

D -1

.D W

S T

S A V

D A

-0 7-

S T

S A V

B Y

O R N

B U

R G

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

TÓ

ŁT

S ’Í

ÍS

N G

N T

LOCATION MAP

FARMINGTON, NM

1695-529-60288

2021-07-15

VICINITY MAP

LOCATION MAP

Vicinity Map Area

Location Map Area

Proposed Reach 2

Proposed Reach 3

Proposed Reach 4A

NAPI Turnout

KEY MAP

San Juan Lateral Water Treatment Plant

NavajoNation Municipal Pipeline

San Juan River Intake Pumping Plant (Reach 1)

1. Coordinates based on New Mexico State Plane West Zone, feet.

(NAD83).

2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999734970999.

GENERAL NOTES

REFERENCE DRAWINGS

General Map.........................................................1695-529-60286 Location of Exploration.........................................1695-529-60290 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60292 Geologic Sections A-A' and B-B' ...........................1695-529-60344 Geologic Sections C-C...................'........................1695-529-60345 Geologic Sections D-D', E-E & F-F'........................1695-529-60346

Reach 4B - Pipeline

Tó Ałts’íísí Pumping Plant (3)

0 1500' 3000'

21.5 M

iles to S hiprock

Feet 1:144000

48000240000 12000

Reach 4B - Pipeline

Tó Ałts’íísí Pumping Plant (3)

Tsétaak’áán Pumping Plant (1) Exisiting SJGS Pumping Plant

Exisiting SJGS Pipeline

G - 11

-9

El ev

Pr oj

1.5

T.D. 50.0

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

CHRIS BEYER

D. THORNBURG

PAUL GARDNER

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B U

U O

F R

O N

U .S

A R

O F

Managing

LAR M TA IOCE N

W in theWa estter C

S T E M

A ut oC A D

1s C

L E N

A M

-5

-6

-R

D -1

.D W

S T

S A V

D A

-0 7-

S T

S A V

B Y

O R N

B U

R G

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

TÓ

ŁT

S ’Í

ÍS

N G

N T

GENERAL GEOLOGIC

LEGEND, EXPLANATION,

AND NOTES

FARMINGTON, NM

1695-529-60292

2021-07-15

GENERAL GEOLOGIC LEGEND

STRATIGRAPHY

GEOLOGIC EXPLANATION GENERAL GEOLOGIC NOTES

Proposed Drill Hole location (incomplete) with identification number

Drill Hole location with identification number

Test Pit location with Identification number

Geologic Unit Contact

Dashed where approximate

Queried where inferred

Geologic standards and definitions used for rock quality and rock discontinuities are based on Bureau of Reclamation Engineering Geology Field Manual and drawing numbers 40-D-6493 and 40-D-6499.

Soil classification and descriptions are based on the Unified Soil Classification System (USCS) and Bureau of Reclamation procedures and guidelines as described in Geotechnical Branch Training Manuals Nos. 4, 5, 6, and Designations USBR 5000 (laboratory classification) and USBR 5005 (visual classification). These procedures are similar to ASTM D2487-11 and ASTM D2488-09A respectively.

Interpretations shown on geologic profiles are based on Test Pit, Drill Hole, outcrop, and field mapping data. Interpretations suggest general trends between data points and do not depict localized irregularities.

For the entire description of material, drilling or excavation method and conditions, exact locations of the hole, etc., see complete log.

BEDROCK ABBREVIATIONS:

SS - SANDSTONE

SH - SHALE

CLSTNE - CLAYSTONE

Drill Hole or Test Pit on profile (dashed where projected)

Quaternary Alluvium Quaternary alluvium deposits overlie bedrock at the investigation site of Pumping Plant 3.

Alluvial soils consist primarily of Silty Sand (SM). For more detail, see each specific geologic log. The alluvium is derived from a variety of sources including eolian and alluvial deposition as well as weathering and decomposition of in-place, sandstone bedrock.

Quaternary Alluvium is used to describe all surficial deposits regardless of origin.

Cretaceous Point Lookout Sandstone The Point Lookout Sandstone consists predominately of light brown, gray, or brownish orange, fine grained sandstone with very minor interbeds and lenses of claystone and shale.

The sandstone is moderately soft (H5) to hard (H3), slightly weathered (W3), to moderately weathered (W5), thinly to massively bedded, and has a variable reaction with HCl. It often contains calcite and gypsum veins, and iron and manganese oxide staining. The claystone and shale are generally dark brown to grayish orange, soft (H6) to very soft (H7), and moderately to intensely weathered (W6) and thinly to moderately bedded. The beds and lenses are laterally discontinuous and appear to eventually pinch out along the margins.

They usually have no reaction with HCl and contain gypsum veins and iron oxide staining.

Outcrops throughout the Pumping plant 3 site form knobs and ridges which consist of very thickly bedded, hard (H3) sandstone, dipping around 30° to the east.

Qal

Kpl

G - 12

AutoCAD SHX Text Kpl

AutoCAD SHX Text Qal

AutoCAD SHX Text

TPPP3-21-10

AutoCAD SHX Text Qal

AutoCAD SHX Text

DHPP3-21-6

AutoCAD SHX Text Kpl

DHPP3-21-1

55805590

DHPP3-21-1

TPPP3-21-1

TPPP3-21-3

TPPP3-21-5

TPPP3-21-4 TPPP3-21-6

TPPP3-21-7

TPPP3-21-8

TPPP3-21-9

TPPP3-21-10 TPPP3-21-11

TPPP3-21-2

DHPP3-21-2

DHPP3-21-3

DHPP3-21-4

DHPP3-21-5

DHPP3-21-6 DHPP3-21-8

DHPP3-21-9

DHPP3-21-10

DHPP3-21-11

DHPP3-21-12

DHPP3-21-7

N12°E

30°

Kpl

Qal

Kpl

Kpl Kpl Kpl

Kpl

Kpl Kpl

Kpl

Kpl Kpl

Kpl

KplQal

Qal

Kpl Kpl

Large Kpl boulders

N9°E

34°

A A'

C'D

S3° 57' 46.09"W

S1° 27' 29.99"E S54° 07' 47.17"WS80° 08' 11.85"E

S55° 16' 50.71"W

S16° 00' 48.87"E

1998000

1997500

1998000

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

CHRIS BEYER

D. THORNBURG

PAUL GARDNER

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

-G

P W

TÓ

ŁT

S’

ÍÍ

SÍ

SURFACE GEOLOGY AND

LOCATION OF

EXPLORATION

FARMINGTON, NM

1695-529-60290

2021-07-15

1Au to

R el

. 2

-5

-6

-R

D -1

.D W

6, 1:

0 40' 80'20'

1. Coordinates based on New Mexico State Plane West Zone, feet.

(NAD83).

2. The Ground to New Mexico State Plane West Zone Grid conversion factor is 0.999734970999.

GENERAL NOTES

REFERENCE DRAWINGS

General Map.........................................................1695-529-60286 Location Map.......................................................1695-529-60288 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60292 Geologic Sections A-A' and B-B' ...........................1695-529-60344 Geologic Sections C-C...................'........................1695-529-60345 Geologic Sections D-D', E-E & F-F'........................1695-529-60346

G - 13

O N

DISTANCE IN FEET

GEOLOGIC SECTION A-A'

000 100 200 300 400 500 600

O N

DISTANCE IN FEET

GEOLOGIC SECTION B-B'

000 100 200 300 400 500 600

D H

-2

El ev

Pr oj

TD 49.5'

D H

-4

El ev

Pr oj

1.3

SS/SHALE

-3 El ev

Pr oj

TD 5.6'

1.5

4.0 4.5

-4 El ev

Pr oj

TD 2.8'

0.5

D H

-7

El ev

Pr oj

R t.

1.6

TD 50.0

-6 El ev

Pr oj

TD 3.4'

D H

-1

El ev

Pr oj

TD 46.8

-1

El ev

Pr oj

R t.

TD 2.0'

-1

El ev

Pr oj

R t.

TD 2.6'

-1 El ev

Pr oj

TD 4.0'

-2 El ev

Pr oj

R t.

TD 1.5'

D H

-5

El ev

Pr oj

NO RECOVERY

D H

-9

El ev

Pr oj

TD 50.0

-7 El ev

Pr oj

R t.

TD 3.3'

-1

El ev

Pr oj

TD 2.0'

1.3

SS TP

-1

El ev

Pr oj

TD 2.6'

D H

-1

El ev

Pr oj

R t.

1.5

TD 50.0

6.2

21.3

Qal

Kpl

Qal

Kpl

A A'S1° 27' 29.99"E S3° 57' 46.09"WB B'

Original ground Original ground

24.4

26.7

1.9

13.2 13.4

CLSTNE

19.5 20.0

CLSTNE

46.6

CLSTNE

46.2

32.5

2.3

1.0

1.3

SS1.8

1.3

2.5

1.5

1.3

SS1.8

TD 43.7

37.0 SS

TD 50.0

CLSTNE

SS/SHALE

32.3

46.1

45.6

36.3 36.6

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

BEYER, CHRIS

D. THORNBURG

BEYER, CHRIS

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

TÓ

ŁT

S ’Í

ÍS

Í P

U M

G P

T (3

GEOLOGIC SECTIONS

A-A' AND B-B'

FARMINGTON, NM

1695-529-60344

2021-07-15

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

REFERENCE DRAWINGS

General Map.........................................................1695-529-60286 Location Map.......................................................1695-529-60288 Surface Geology, Location of Exploration and Sections..................................................................1695-529-60290 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60292 Geologic Sections A-A' and B-B' ...........................1695-529-60344 Geologic Sections C-C'...........................................1695-529-60345

G -14

O N

DISTANCE IN FEET

GEOLOGIC SECTION C-C'

000 100 200 300 400 500 600

3.4

TD 45.3

CLSTNE

NO RECOVERY

1.3

TD 50.0

CLSTNE

SS/CLSTNE

TD 3.4'

2.3

TD 46.8

46.2 46.1

1.0

CLSTNE

TD 2.0'

1.3

TD 50.0

1.5

D H

-3

El ev

Pr oj

R t.

-5

D H

-6

El ev

-6 El ev

D H

-1

El ev

Pr oj

El ev

Pr oj

-1

D H

-1

El ev

Pr oj

El ev

Pr oj

TD 1.0'

44.0 44.7

29.5

30.5

40.9 41.3

46.6 47.5

32.3 32.5

Qal

Kpl

Qal

Kpl

C C'S16° 00' 48.87"E

Original ground

15.2 15.3

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

BEYER, CHRIS

D. THORNBURG

BEYER, CHRIS

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

TÓ

ŁT

S ’Í

ÍS

Í P

U M

G P

T (3

GEOLOGIC SECTIONS

C-C'

FARMINGTON, NM

1695-529-60345

2021-07-15

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

REFERENCE DRAWINGS

General Map.........................................................1695-529-60286 Location Map.......................................................1695-529-60288 Surface Geology, Location of Exploration and Sections..................................................................1695-529-60290 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60292 Geologic Sections A-A' and B-B' ...........................1695-529-60344 Geologic Sections D-D', E-E & F-F'........................1695-529-60346

G-15

O N

DISTANCE IN FEET

GEOLOGIC SECTION D-D'

000 100 200

O N

DISTANCE IN FEET

GEOLOGIC SECTION E-E'

000 100 200

O N

DISTANCE IN FEET

GEOLOGIC SECTION F-F'

000 100 200

-7 El ev

Pr oj

R t.

TD 3.3'

D H

-1

El ev

Pr oj

R t.

TD 46.8

-8 El ev

Pr oj

TD 3.0'

1.1

D H

-5

El ev

TD 43.7

NO RECOVERY

-4 El ev

TD 2.8'

D H

-6

El ev

TD 50.0

D H

-2

El ev

Pr oj

TD 49.5'

-3 El ev

Pr oj

R t.

D H

-3

El ev

Pr oj

3.4

D D'S54° 07' 47.17"W

Original ground

E E'S80° 08' 11.85"E F F'S55° 16' 50.71"W

Original ground

Qal

Kpl Kpl

Kpl Qal

Qal

1.3

1.0

32.3

CLSTNE

CLSTNE46.1

2.5

0.5

1.3

SS/CLSTNE

CLSTNE

40.9 41.3

CLSTNE

36.3 36.6 37.0

CLSTNE

1.5

CLSTNE

TD 5.6'

CLSTNE

15.2 15.3

13.2 13.4

CLSTNE

1.9

19.5 20.0

CLSTNE

44.0 44.7

CLSTNE

TD 45.3

NO RECOVERY

32.5

46.2 46.6 47.5

29.5 30.5

4.0 4.5

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

BEYER, CHRIS

D. THORNBURG

BEYER, CHRIS

Beyer, Christopher R

Deming, Bart W P.E.

Deputy Construction Engineer

T H

S A

SHEET

B Y

D T

N U.

T O

O R

Managing

LAR M TA IOCE N

W in theWa estter

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

TÓ

ŁT

S ’Í

ÍS

Í P

U M

G P

T (3

GEOLOGIC SECTIONS

D-D', E-E' AND F-F'

FARMINGTON, NM

1695-529-60346

2021-07-15

REFERENCE DRAWINGS

General Map..........................................................1695-529-60286 Location Map........................................................1695-529-60288 Surface Geology, Location of Exploration and Sections..................................................................1695-529-60290 General Geologic Legend, Explanation, and Notes.............................................................1695-529-60292 Geologic Sections A-A' and B-B' ...........................1695-529-60344 Geologic Sections C-C'...........................................1695-529-60345

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

Feet 0 50 100

HORIZONTAL SCALE

VERTTICAL SCALE = 10:1

G-16

BOTTOM OF HOLE

0.0 to 2.8 ft QUATERNARY ALLUVIUM (Qal)

0.0 to 2.8 ft SANDY SILT s(ML): About 65% nonplastic fines with low dry strength and rapid dilatancy; about 35% fine sand; maximum size, fine sand; light brown and dry; strong reaction with HCl.

2.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

2.8 to 6.2 ft SHALE: Light to dark brown color. Moderately soft (H5) and moderately weathered (W5). Laminated to thinly bedded. Bedding dips near horizontal. Easily separates on bedding planes. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Very soft (H7) claystone interbeds. Easily separates on bedding planes.

Weak reaction with HCl.

LAB TEST DATA: Test interval 4.0 to 5.5 ft; 81.9% fines, 18.1% sand, PI= 8.2, LL= 28.5, SpG= 2.65, moisture= 5.1%; Laboratory classification is Lean Clay with Sand (CL)s. One, quart-sized zip lock bag sample was taken from the SPT interval, representative of 1.0 ft length of the sample interval. SPT met refusal after 50 blows.

6.2 to 32.0 ft SHALE: Light to dark brown color. Hard (H3) and slightly weathered (W3). Laminated to thinly bedded.

Bedding dips near horizontal. Fracture density ranged from unfractured (FD0) to moderately fractured (FD5) with mechanical breaks and bedding plane separation throughout core. Claystone interbeds and carbon blebs in bedding planes.

Weak reaction with HCl.

JOINT MEASUREMENTS:

DEPTH INCL R T HL INFILLING

16.9 0° 4 2 5 Gypsum.

17.8 3° 4 2 5 Gypsum.

18.3 8° 4 2 5 Gypsum.

19.3 1° 4 3 5 Gypsum.

19.5 2° 4 3 5 Gypsum.

32.0 to 50.0 ft SHALE: Light to dark gray to black color.

Hard (H3) and slightly weathered (W3). Laminated to thinly bedded. Bedding dips near horizontal. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Fossils present and carbon blebs in bedding planes.

No reaction with HCl.

STRATIGRAPHY:

0.0 to 2.8 ft QUATERNARY ALLUVIUM (Qal)

2.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

FD0

FD5

FD0

Qal

Km s(ML)

SHALE

5372.8

5325.6

All measurements are from ground level and reported in feet unless otherwise noted.

DRILLED BY: Upper Colorado Drill Crew DRILLER: B. Samuels HELPER: T. Thomas, T. Morton

PURPOSE:

Preconstruction soil and bedrock foundation investigation.

DRILL EQUIPMENT:

CME Model 850 truck mounted rotary drill rig.

DRILL METHOD:

0.0 to 4.0: 4.25 inch HSA with pilot bit.

4.0 to 9.0: 4.25 inch HSA with dry core system and SPT.

9.0 to 50.0: HQ3 diamond core drilling system with 5-foot-long split tube sample barrel.

DRILLING MEDIUM:

0.0 to 9.0: None

9.0 to 50.0: Water

CASING RECORD/

DRILLING NOTES:

Auto hammer set at constant rate of 20 to 40 blows per minute.

0.0-4.0: HSA with pot bit,Hard, Shale 4.0-5.5: SPT, Hard, Shale 4.0-9.0: FADC, Hard, Shale 9.0-11.0: HQ3, Hard, Shale 11.0-16.0: HQ3, Hard, Shale 16.0-21.0: HQ3, Hard, Shale 21.0-26.0: HQ3, Hard, Shale 26.0-31.0: HQ3, Hard, Shale 31.0-33.5: HQ3, Hard, Shale 33.5-36.0: HQ3, Hard, Shale 36.0-41.0: HQ3, Hard, Shale 41.0-46.0: HQ3, Hard, Shale 46.0-50.0: HQ3, Hard, Shale Casing removed.

HOLE COMPLETION:

0.0 to 50.0: Bentonite

SAMPLING:

4.0 to 5.5: SPT

30.0 to 30.7: A HQ

37.9 to 38.9: B HQ

48.4 to 49.4: C HQ

Bentonite seal with NO pipe

Sandy Silt Shale

SHEET 1 OF 1 DRILL HOLE DHPP2 -19-1

WATER DEPTH MEASURED ON: 10/4/2019

GROUND ELEVATION: 5375.6 ft NAVD88

HOLE LOGGED BY: P. Gardner

TOP OF CASING ELEVATION: NA REVIEWED BY: C. Beyer

BEGUN: 10/3/2019 FINISHED: 10/4/2019

NOTES R

H O

O M

TOTAL DEPTH: 50.0 ft

FEATURE: Pumping Plant 2

G E

U N

D E

P T

S S

A T

COORDINATES: N 2040712.5 E 2484611.4 NAD83

CLASSIFICATION AND

PHYSICAL CONDITION

PROJECT: Navajo Gallup Water Supply Project

ANGLE FROM HORIZONTAL: -90o

STATE: New Mexico

ENGINEERING PROPERTIES

COMMENTS:

LOCATION: Pumping Plant Investigation

E C

O V

E R

DEPTH TO WATER & ELEVATION: NE DEPTH TO BEDROCK: 2.8 ft

GEOLOGIC LOG OF DRILL HOLE NO. DHPP2 -19-1 SHEET 1 OF 1

GRAPHIC LEGEND:HSA= hollow stem auger NA= not available ft= feet NE= not encountered NP= nonplastic NR= no recovery HCl= hydrochloric acid FeOx= iron oxide CaCOx= calcium carbonate MnOx= manganese oxide SPT= standard penetration test CA= California sample FADC= flight auger dry core HQ3= coring system SS= sandstone CLSTN= claystone SpG= specific gravity

All angles measured from horizontal axis at zero degrees unless otherwise noted.

The data for the center column and "classification and physical condition" column are based on Bureau of Reclamation Engineering Geology Field Manual and drawings titled Geology for Designs and Specifications as follows "Drawing No. 40-D-6493 Standard Descriptors and Descriptive Criteria for Rock. Drawing No. 40-D-6499 Standard Descriptors and Descriptive Criteria for Discontinuities."

H ar dn es s

G R

A P

F ra ct ur e D en si ty

W ea th er in g

B lo w s pe r

F oo t (S am pl e In te rv al

N G

W S

P R

O C

K P

U M

G P

D R

H O

.G P

J G

S T

D U

S L

A B

.G D

G-17

0.0 to 0.8 ft QUATERNARY ALLUVIUM (Qal)

0.0 to 0.8 ft LEAN CLAY (CL): About 90% fines with medium plasticity, medium toughness, medium dry strength and no dilatancy; about 10% fine sand; maximum size, fine sand; light brown and dry; strong reaction with HCl.

0.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

0.8 to 6.5 ft SHALE: Light to dark brown color and sandy.

Moderately soft (H5) and moderately weathered (W5).

Laminated to thinly bedded. Bedding dips from 12° to horizontal. Easily separates on bedding planes. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Very soft (H7) claystone interbeds. Gypsum and CaCOx in bedding planes. Easily separates on bedding planes. Weak reaction with HCl.

LAB TEST DATA: Test interval 4.0 to 5.5 ft; 90.9% fines, 9.1% sand, PI= 12.0, LL= 29.4, SpG= 2.70, moisture= 7.7%; Laboratory classification is Lean Clay (CL).

One, quart-sized zip lock bag sample was taken from the SPT interval, representative of 0.9 ft length of the sample interval. SPT met refusal after 50 blows.

6.5 to 24.7 ft SHALE: Light to dark brown color. Hard (H3) and slightly weathered (W3). Laminated to thinly bedded.

Bedding dips from 12° to horizontal. Fractuire density raanges from unfractured (FD0) to very slightly fractured (FD1) with mechanical breaks and bedding plane separation throughout core. Very soft (H7) claystone interbeds. Gypsum and CaCOx in bedding planes. Weak reaction with HCl.

JOINT MEASUREMENTS:

DEPTH INCL R T HL INFILLING

19.8 7° 3 3 4 Gypsum.

20.5 0° 4 3 4 Gypsum.

24.7 to 50.0 ft SHALE: Light to dark gray to black color.

Hard (H3) and slightly weathered (W3). Laminated to thinly bedded. Bedding dips near horizontal. Unfractured (FD0) to very slightly fractured (FD1) with mechanical breaks and bedding plane separation throughout core. Carbon blebs and fossils in bedding planes. No reaction with HCl.

38.4 to 39.8: Very hard (H2), cannot be scratched with knife

JOINT MEASUREMENTS:

DEPTH INCL R T HL INFILLING

27.4 1° 4 2 4 Gypsum,FeOx.

43.5 0° 5 3 4 Gypsum.

STRATIGRAPHY:

0.0 to 0.8 ft QUATERNARY ALLUVIUM (Qal)

0.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

FD0

FD1

FD0

FD1

FD0

Qal

SHALE

5374.0

5324.8

All measurements are from ground level and reported in feet unless otherwise noted.

DRILLED BY: Upper Colorado Drill Crew DRILLER: B. Samuels HELPER: T. Thomas, T. Morton

PURPOSE:

Preconstruction soil and bedrock foundation investigation.

DRILL EQUIPMENT:

CME Model 85 truck mounted rotary drill rig.

DRILL METHOD:

0.0 to 4.0: 4.25 inch HSA with pilot bit.

4.0 to 9.0: 4.25 inch HSA with dry core system and SPT.

9.0 to 50.0: HQ3 diamond core drilling system with 5-foot-long split tube sample barrel.

DRILLING MEDIUM:

0.0 to 9.0: None

9.0 to 50.0: Water

CASING RECORD/

DRILLING NOTES:

Auto hammer set at constant rate of 20 to 40 blows per minute.

0.0-4.0: HSA with pilot bit, Hard Shale 4.0-5.5: SPT, Hard, Shale 4.0-9.0: FADC, Hard, Shale 9.0-11.0: HQ3, Hard, Shale 11.0-16.0: HQ3, Hard, Shale 16.0-21.0: HQ3, Hard, Shale 21.0-26.0: HQ3, Hard, Shale 26.0-31.0: HQ3, Hard, Shale 31.0-36.0: HQ3, Hard, Shale 36.0-40.7: HQ3, Hard, Shale 40.7-45.5: HQ3, Hard, Shale 45.5-50.0: HQ3, Hard, Shale Casing removed.

HOLE COMPLETION:

0.0 to 50.0: Bentonite

SAMPLING:

4.0 to 5.5: SPT

29.5 to 30.3: A HQ

32.2 to 33.1: B HQ

48.2 to 49.0: C HQ

Bentonite seal with NO pipe

Lean Clay Shale

SHEET 1 OF 1 DRILL HOLE DHPP2 -19-2

WATER DEPTH MEASURED ON: 10/3/2019

GROUND ELEVATION: 5374.8 ft NAVD88

HOLE LOGGED BY: P. Gardner

TOP OF CASING ELEVATION: NA REVIEWED BY: C. Beyer

BEGUN: 10/3/2019 FINISHED: 10/3/2019

NOTES R

H O

O M

TOTAL DEPTH: 50.0 ft

FEATURE: Pumping Plant 2

G E

U N

D E

P T

S S

A T

COORDINATES: N 2040615.3 E 2484625.7 NAD83

CLASSIFICATION AND

PHYSICAL CONDITION

PROJECT: Navajo Gallup Water Supply Project

ANGLE FROM HORIZONTAL: -90o

STATE: New Mexico

ENGINEERING PROPERTIES

COMMENTS:

LOCATION: Pumping Plant Investigation

E C

O V

E R

DEPTH TO WATER & ELEVATION: NE DEPTH TO BEDROCK: 0.8 ft

GEOLOGIC LOG OF DRILL HOLE NO. DHPP2 -19-2 SHEET 1 OF 1

All angles measured from horizontal axis at zero degrees unless otherwise noted.

H ar dn es s

G R

A P

F ra ct ur e D en si ty

W ea th er in g

B lo w s pe r

F oo t (S am pl e In te rv al

N G

W S

P R

O C

K P

U M

G P

D R

H O

.G P

J G

S T

D U

S L

A B

.G D

G-18

0.0 to 1.8 ft QUATERNARY ALLUVIUM (Qal)

0.0 to 1.8 ft SANDY LEAN CLAY s(CL): About 65% fines with medium plasticity, medium toughness, medium dry strength and slow dilatancy; about 35% fine sand; maximum size, fine sand; light brown and dry; strong reaction with HCl.

1.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

1.8 to 5.2 ft SHALE: Light to dark brown color. Very soft (H7) and intensely weathered (W7). Laminated to thinly bedded. Bedding dips near horizontal. Easily separates on bedding planes. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Claystone interbeds and carbon blebs in bedding planes. Weak reaction with HCl.

LAB TEST DATA: Test interval 4.0 to 5.5 ft; 85.6% fines, 14.4% sand, PI= 9.0, LL= 26.9, SpG= 2.70, moisture= 4.3%; Laboratory classification is Lean Clay (CL). One, quart-sized zip lock bag sample was taken from the SPT interval, representative of the full 1.5 ft length of the sample interval.

5.2 to 6.5 ft SHALE: Light to dark brown color. Moderately soft (H5) and moderately weathered (W5). Laminated to thinly bedded. Bedding dips near horizontal. Easily separates on bedding planes. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Claystone interbeds and carbon blebs in bedding planes. Weak reaction with HCl.

6.5 to 24.9 ft SHALE: Light to dark brown color. Hard (H3) and slightly weathered (W3). Laminated to thinly bedded.

Bedding dips near horizontal. Unfractured (FD0) to very slightly fractured (FD1) with mechanical breaks and bedding plane separation throughout core. Claystone interbeds and carbon blebs in bedding planes. Weak reaction with HCl.

JOINT MEASUREMENTS:

DEPTH INCL R T HL INFILLING

17.9 9° 4 2 5 Gypsum

18.5 11° 4 2 5 Gypsum

24.9 to 50.0 ft SHALE: Light to dark gray to black color.

Hard (H3) and slightly weathered (W3). Laminated to thinly bedded. Bedding dips near horizontal. Unfractured (FD0) with mechanical breaks and bedding plane separation throughout core. Carbon blebs in bedding planes. No reaction with HCl.

STRATIGRAPHY:

0.0 to 1.8 ft QUATERNARY ALLUVIUM (Qal)

1.8 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

FD0

FD1

FD0

Qal

SHALE

5372.9

5324.7

All measurements are from ground level and reported in feet unless otherwise noted.

DRILLED BY: Upper Colorado Drill Crew DRILLER: B. Samuels HELPER: T. Thomas, T. Morton

PURPOSE:

Preconstruction soil and bedrock foundation investigation.

DRILL EQUIPMENT:

CME Model 85 truck mounted rotary drill rig.

DRILL METHOD:

0.0 to 4.0: 4.25 inch HSA with pilot bit.

4.0 to 9.0: 4.25 inch HSA with dry core system and SPT.

9.0 to 50.0: HQ3 diamond core drilling system with 5-foot-long split tube sample barrel.

DRILLING MEDIUM:

0.0 to 9.0: None

9.0 to 50.0: Water

CASING RECORD/

DRILLING NOTES:

Auto hammer set at constant rate of 20 to 40 blows per minute.

0.0-4.0: HSA with pilot bit, Hard Shale 4.0-5.5: SPT, Hard, Shale 4.0-9.0: FADC, Hard, Shale 9.0-11.0: HQ3, Hard, Shale 11.0-16.0: HQ3, Hard, Shale 16.0-21.0: HQ3, Hard, Shale 21.0-26.0: HQ3, Hard, Shale 26.0-31.0: HQ3, Hard, Shale 31.0-36.0: HQ3, Hard, Shale 36.0-41.0: HQ3, Hard, Shale 41.0-46.0: HQ3, Hard, Shale 46.0-50.0: HQ3, Hard, Shale Casing removed.

HOLE COMPLETION:

0.0 to 50.0: Bentonite

SAMPLING:

4.0 to 5.5: SPT

25.0 to 25.8: A HQ

Bentonite seal with NO pipe

Lean Clay Shale

SHEET 1 OF 1 DRILL HOLE DHPP2 -19-3

WATER DEPTH MEASURED ON: 10/2/2019

GROUND ELEVATION: 5374.7 ft NAVD88

HOLE LOGGED BY: P. Gardner

TOP OF CASING ELEVATION: NA REVIEWED BY: C. Beyer

BEGUN: 10/2/2019 FINISHED: 10/2/2019

NOTES R

H O

O M

TOTAL DEPTH: 50.0 ft

FEATURE: Pumping Plant 2

G E

U N

D E

P T

S S

A T

COORDINATES: N 2040688.7 E 2484521.4 NAD83

CLASSIFICATION AND

PHYSICAL CONDITION

PROJECT: Navajo Gallup Water Supply Project

ANGLE FROM HORIZONTAL: -90o

STATE: New Mexico

ENGINEERING PROPERTIES

COMMENTS:

LOCATION: Storage Tank Investigation

E C

O V

E R

DEPTH TO WATER & ELEVATION: NE DEPTH TO BEDROCK: 1.8 ft

GEOLOGIC LOG OF DRILL HOLE NO. DHPP2 -19-3 SHEET 1 OF 1

All angles measured from horizontal axis at zero degrees unless otherwise noted.

H ar dn es s

G R

A P

F ra ct ur e D en si ty

W ea th er in g

B lo w s pe r

F oo t (S am pl e In te rv al

N G

W S

P R

O C

K P

U M

G P

D R

H O

.G P

J G

S T

D U

S L

A B

.G D

G-19

0.0 to 1.2 ft QUATERNARY ALLUVIUM (Qal)

0.0 to 1.2 ft SANDY SILT s(ML): About 65% nonplastic fines with low dry strength and rapid dilatancy; about 35% fine sand; maximum size, fine sand; light brown and dry; strong reaction with HCl.

1.2 to 50.0 ft CRETACEOUS MANCOS SHALE (Km)

1.2 to 7.5 ft SHALE: Light to dark brown color. Moderately soft (H5) and moderately weathered (W5).

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 28, 2022.