Exhibit E Material Source Narrative~5.pdf

Date: January 23, 2025

To: Ace Clark D13 Maintenance Manager

From: Scott Billings Region 4/5 Engineering Geologist

RE: Prospective Material Source Narrative Clover Creek Quarry ODOT Source #OR-31-004-5

DOGAMI #31-0001

SW¼ NE¼ Section 7, T. 05 S., R 39 E., W.M.

I-84 (Hwy 006), MP 278.64

This Narrative memo and all attachments (DOGAMI Operating Permit, exploration drilling logs, laboratory testing data, and Union County land use approval) should be duplicated and distributed to all bidders that inquire about this prospective material source. The prospective material source property being offered by ODOT on this Project is ODOT-owned.

ODOT District 13 is offering Clover Creek Quarry as a Prospective material source for all aggregate products needed for the District 13 Aggregate Production 2025 Project. The development plan for Clover Creek Quarry is based upon project material requirements of an estimated 15,000 cubic yards graded medium (3/8”-No. 4) chip Aggregate and 5,000 cubic yards of sanding Aggregate. ODOT plan sheets identify the excavation area and quarry development requirements. The excavation area contains adequate volume to supply the aggregate materials necessary to complete the project.

ODOT owns 18.78 acres of this existing quarry, and 3.6 acres of an existing deeded haul road to the quarry. Past entries into this material source have produced highway aggregate, and loose oversize boulders that have been stockpiled on-site. The Clover Creek Quarry is at an approximate elevation of 3,600 feet.

The Clover Creek Quarry is located in the Blue Mountain physiographic province of northeastern Oregon. This source is in an area shown on published geologic maps as part of the undifferentiated andesite and dacite intrusive and volcanic rock of the Dacite of Mt. Emily Formation, erupted during the Miocene in the Powder River Volcanic Field (Ferns, M.L., 2001, Oregon Department of Geology and Mineral Industries). The rock exposed within the quarry is a fine-grained mica-banded dacite. Typically the volcanic rock is dense and close to moderately close jointed and fractured. Excavation requires blasting to produce suitable rock for crushing, as evidenced by some oversize rock produced by improper blasting and ripping in past entries.

STATE OF OREGON INTEROFFICE MEMO

Region 4 Geology Unit 63055 N. Highway 97, Bldg. M Bend, OR 97703 Phone: (541) 410-6693

Clover Creek Quarry

District 13 Rock Production 2025 Region 4/5 Geology Units

Aggregate from the Clover Creek Quarry has been used on an intermittent basis for various State highway projects, since the two parts of the site were acquired in 1958 and 1977. The last entry to this site was in 2016 for an emergency culvert scour repair project on I-84 at Ladd Creek. Approximately 1,550 cubic yards of Class 500 (24-inch diam.) rip rap was excavated from Clover Creek Quarry at this time. Previous to that, approximately 20,000 cubic yards of material was excavated in 1985 for a slope repair project, to reconstruct and stabilize a landslide affecting the I-84 highway.

Information concerning the operational history in this source is limited. Some information is available for review in the Region 5 Geology office in La Grande. Any contractor interested in looking at available information not provided here should call the ODOT Project Manager of this contract and schedule a time to review the material. Someone from the Geology staff must be present when the information is being reviewed to maintain accuracy and consistency in distribution of information.

Subsurface exploration at this site has included four core holes drilled from 50 to 90 feet in depth in 2013. Logs of the drilling are attached to this Narrative for general reference to the rock conditions found at the specific drill hole locations. Laboratory testing result summaries of the rock at this material source are also attached to this Narrative. Past entries into the Clover Creek quarry have produced oversize rock fragments 3-5 feet in diameter.

Contractors need to be aware of the existence of these conditions and plan methods accordingly to effectively deal with them.

The development concept for this entry is to continue excavating at the existing quarry floor elevation and progress to the north. As the excavation progresses north, a new access road will need to be constructed to the top of the new working face and to the new overburden stockpile area.

The general long-term development plan for this quarry is to have future entries in the excavation area continue mining toward the east and downward in order to maximize the use of the resource and generate additional floor space for processing and stockpiling.

Overburden from each operation is to be salvaged and stabilized for reclamation purposes, according to the development plan map and specifications.

In conformance with the Standard Specifications for Highway Construction, subsection

00120.15 Examination of Work Site and Bidding Documents, Contractors should make an on-site visit to this source to familiarize themselves with the existing conditions and appearance of the source and to visually inspect the existing quarry faces and the surrounding ground surface in advance of bid preparation. Based on the on-site visit and review of all available information, Contractors will then be able to use their best judgment to prepare a bid based upon existing site conditions, the conditions they expect to encounter at the time of the proposed operation, and on the most accurate information available for the source.

Documentation contained within this material source narrative packet is for informational purposes only; they are not meant to replace those pages supplied in the Project Bid Packet.

!< §̈¦84

Brush Creek Road

CH-04-13

CH-03-13

CH-02-13

CH-01-13

Source: Esri, i-cubed, USDA, USGS, AEX, GeoEye, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community µ

0 500 1,000250 Feet

Clover Creek Quarry Union County, Oregon

SITE AND EXPLORATION

PLAN

May 2013 24-1-03695-006

SHANNON & WILSON, INC.

Geotechnical and Environmental Consultants

LEGEND

!< Boring

0.00 - 2.50 DACITE; Gray; Fresh to slightly weathered; Hard (R4);

Very close jointing; Open; Low to high (0° to 90°) angle, undulating, rough joints with red-brown staining; Aphanitic; <1% vesicularity;

(Miocene Powder River Volcanics)

2.50 - 29.50 DACITE; Gray; Fresh to slightly weathered; Hard to very hard (R4-R5); Close jointing; Open; Low to moderate (0° to 40°) and occasional high (70° to 90°) angle, undulating, rough joints with red-brown and orange-brown staining; Aphanitic; <1% vesicularity;

1-mm- to 1-cm-thick red-brown clayey joint infilling; Platy texture;

(Miocene Powder River Volcanics)

Boring drilled from 0.0 to

51.0 feet using HQ3-wireline drilling technique

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

RQD = 0

(R4)

RQD = 55

(R4-R5)

RQD = 66

(R4-R5)

RQD = 56

(R4-R5)

RQD = 85

(R4-R5)

RQD = 67

C1

C2

C3

C4

C5

C6

April 13, 2013

Test Type

I-84 (Hwy #006) MP 278.64

CSI-1000 Track Rig

Start Date End Date

Project

Highway

Hole Location

Equipment

Project Geologist

Typical Drilling AbbreviationsRock Abbreviations

CH-01-13

CMS13017/000/J13

N/A

N/A

N/A

3582.00 ft

N/A

Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action

Recorder

Total Depth

David J. Higgins

Union

Quarry Exploration

Haz-Tech Drilling

Cody K. Sorensen

Clover Creek Quarry, ODOT Source # OR-31-004-5

Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular

"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit

Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear

Page of1

Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough

Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger

Purpose

County

Driller

April 13, 2013

DRILL LOG

OREGON DEPARTMENT OF TRANSPORTATION

Hole No.

E.A. No.

Key No.

Start Card No.

Bridge No.

Ground Elev.

Tube Height51.00 ft

45.15Latitude:

SHANNON & WILSON, INC.

Geotechnical and Environmental Consultants

Longitude: -117.98

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

0/

29.50 - 36.50 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Very close to close jointing; Open; Low (0° to 35°) and numerous high (80° to 90°) angle, undulating, rough joints with orange-brown and red-brown staining; Aphanitic; <1% vesicularity;

1- to 2-mm-thick clayey joint infilling; (Miocene Powder River Volcanics)

36.50 - 51.00 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Close jointing; Open; Low to moderate (0° to 50°) and occasional high (80° to 90°) angle, undulating, rough joints with red-gray and red-brown staining; Aphanitic; <1% vesicularity;

(Miocene Powder River Volcanics)

51.00 End of hole

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

(R4-R5)

RQD = 47

(R4-R5)

RQD = 0

(R4-R5)

RQD = 0

(R4-R5)

RQD = 28

(R4-R5)

RQD = 40

(R4-R5)

RQD = 86

(R4-R5)

RQD = 73

4/16/13

C7

C8

C9

C10

C11

C12

C13

Project Name Clover Creek Quarry, ODOT Source # OR-31-004-5 Hole No. CH-01-13 Page of2 2

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

0.00 - 3.20 Clayey SILT with trace gravel and trace fine to coarse sand; MH; Medium plasticity; Moist; Subrounded to subangular gravel; Occasional cobbles; (Residual Soil)

3.20 - 9.40 DACITE; Red-gray and red-brown; Moderately weathered; Soft to medium hard (R2-R3); Very close jointing; Open;

Low to high (0° to 90°) angle, undulating, rough joints with red-brown staining; Aphanitic; <1% vesicularity; 1- to 2-mm-thick red-brown joint infilling consisting of predominantly decomposed angular Dacite fragments in a clay matrix; (Miocene Powder River Volcanics)

9.40 - 10.00 INTERFLOW BRECCIA; Red-brown; Angular andesite and dacite fragments in a fine-grained red-brown hard clay matrix;

(Miocene Powder River Volcanics Interflow Layer)

10.00 - 20.50 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Close to moderately close jointing; Open; Low to moderate (0° to 50°) and high (70° to 90°) angle, undulating, rough joints with red-brown staining; Aphanitic; <1% vesicularity; 1-mm- to 1.5-cm-thick clayey joint infilling; (Miocene Powder River Volcanics)

20.50 - 26.30 INTERFLOW RUBBLE ZONE; Recovered red-brown and red-gray fragments of moderately weathered to predominantly decomposed andesite and dacite, baked soil fines washed away;

(Miocene Powder River Volcanics Interflow Layer)

Boring drilled from 0.0 to

50.0 feet using HQ3-wireline drilling technique

Brown drilling fluid return

Brown drilling fluid return

Brown-gray drilling fluid return

Gray-brown drilling fluid return

Red-brown drilling fluid return

RQD = 0

(R2-R3)

RQD = 0

RQD = 73

(R4-R5)

RQD = 74

RQD = 62

RQD = 0

C1

C2

C3

C4

C5

C6

April 14, 2013

Test Type

I-84 (Hwy #006) MP 278.64

CSI-1000 Track Rig

Start Date End Date

Project

Highway

Hole Location

Equipment

Project Geologist

Typical Drilling AbbreviationsRock Abbreviations

CH-02-13

CMS13017/000/J13

N/A

N/A

N/A

3617.00 ft

N/A

Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action

Recorder

Total Depth

David J. Higgins

Union

Quarry Exploration

Haz-Tech Drilling

Cody K. Sorensen

Clover Creek Quarry, ODOT Source # OR-31-004-5

Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular

"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit

Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear

Page of1

Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough

Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger

Purpose

County

Driller

April 13, 2013

DRILL LOG

OREGON DEPARTMENT OF TRANSPORTATION

Hole No.

E.A. No.

Key No.

Start Card No.

Bridge No.

Ground Elev.

Tube Height50.00 ft

45.15Latitude:

SHANNON & WILSON, INC.

Geotechnical and Environmental Consultants

Longitude: -117.98

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

26.30 - 50.00 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Close to moderately close jointing; Open; Low to moderate (0° to 45°) and high (70° to 90°) angle, undulating, rough joints with red-brown and orange-brown staining; Aphanitic; <1% vesicularity;

Occasional high angle joints with <1.5-cm-thick orange-red clayey joint infilling; (Miocene Powder River Volcanics)

50.00 End of hole

Red-gray drilling fluid return

Grades to red-brown drilling fluid return at bottom of run

Gray drilling fluid return at 35.0 feet

Gray drilling fluid return

Gray drilling fluid return

Gray drilling fluid return

(R4-R5)

RQD = 84

(R4-R5)

RQD = 90

(R4-R5)

RQD = 60

(R4-R5)

RQD = 70

(R4-R5)

RQD = 50

(R4-R5)

RQD = 95

(R4-R5)

RQD = 40

4/16/13

C7

C8

C9

C10

C11

C12

C13

Project Name Clover Creek Quarry, ODOT Source # OR-31-004-5 Hole No. CH-02-13 Page of2 2

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

0.00 - 2.50 Clayey SILT with trace gravel and trace fine to coarse sand; MH; Brown; Medium plasticity; Moist; Subangular to subrounded gravel; Occasional cobbles; (Residual Soil)

2.50 - 12.50 DACITE; Gray and brown-gray; Slightly to moderately weathered; Medium hard to hard (R3-R4); Very close to close jointing; Open; Low to high (0° to 90°) angle joints with orange-brown and brown staining; Aphanitic; <1% vesicularity; 1- to 5-mm-thick clayey joint infilling; (Miocene Powder River Volcanics)

12.50 - 27.50 DACITE; Gray; Slightly weathered; Hard (R4); Close to moderately close jointing; Open; Low to moderate (0° to 45°) and high (70° to 90°) angle, undualting, rough joints with orange-brown and brown staining; Aphanitic; <1% vesicularity; occasional to scattered 1- to 3-mm-thick clayey joint infilling; Occasional elongated vesicles oriented at 20° to 30°; (Miocene Powder River Volcanics)

Boring drilled from 0.0 to

90.0 feet using HQ3-wireline drilling technique

Brown drilling fluid return

Brown-gray drilling fluid return

Green-gray drilling fluid return

Brown-gray drilling fluid return

No drilling fluid return

No drilling fluid return

RQD = 11

(R3-R4)

RQD = 65

(R3-R4)

RQD = 12

(R4)

RQD = 56

(R4)

RQD = 70

(R4-R5)

RQD = 74

C1

C2

C3

C4

C5

C6

April 14, 2013

Test Type

I-84 (Hwy #006) MP 278.64

CSI-1000 Track Rig

Start Date End Date

Project

Highway

Hole Location

Equipment

Project Geologist

Typical Drilling AbbreviationsRock Abbreviations

CH-03-13

CMS13017/000/J13

N/A

N/A

N/A

3611.00 ft

N/A

Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action

Recorder

Total Depth

David J. Higgins

Union

Quarry Exploration

Haz-Tech Drilling

Cody K. Sorensen

Clover Creek Quarry, ODOT Source # OR-31-004-5

Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular

"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit

Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear

Page of1

Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough

Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger

Purpose

County

Driller

April 14, 2013

DRILL LOG

OREGON DEPARTMENT OF TRANSPORTATION

Hole No.

E.A. No.

Key No.

Start Card No.

Bridge No.

Ground Elev.

Tube Height90.00 ft

44.15Latitude:

SHANNON & WILSON, INC.

Geotechnical and Environmental Consultants

Longitude: -117.98

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

27.50 - 30.10 INTERFLOW RUBBLE ZONE; Gravel or rubble layer;

Subangular to angular gravel sized fragments of moderately weathered dacite and andesite in a soft sandy clay matrix; (Miocene Powder River Volcanics Interflow Layer)

30.10 - 41.00 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Close jointing; Open; Low to moderate (0° to 45°) and high (75° to 90°) angle, undualting, rough joints with brown staining;

Aphanitic; <1% vesicularity; 1- to 2-mm-thick red-orange clayey joint infilling; Small elongated vesicles oriented at 10° to 30°, typically along red-gray closed cooling joints; (Miocene Powder River Volcanics)

41.00 - 63.50 DACITE; Gray; Fresh to slightly weathered; Hard to very hard (R4-R5); Close to wide jointing; Open; Low to moderately (0° to 45°) angle, undulating, rough joints with brown-gray and red-gray staining; Aphanitic to slightly porphyritic; <1% vesicularity;

Occasional <1-mm-thick white secondary mineral joint infilling and coating; (Miocene Powder River Volcanics)

No drilling fluid return Obstruction at 28.0 feet, unable to read groundwater elevation prior to backfilling borehole

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

RQD = 0

RQD = 65

(R4-R5)

RQD = 70

(R4-R5)

RQD = 76

(R4-R5)

RQD = 90

(R4-R5)

RQD = 100

(R4-R5)

RQD = 100

(R4-R5)

RQD = 100

RQD = 48

C7

C8

C9

C10

C11

C12

C13

C14

C15

Project Name Clover Creek Quarry, ODOT Source # OR-31-004-5 Hole No. CH-03-13 Page of2 3

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

63.50 - 72.00 DACITE; Gray to red-gray; Slightly to moderately weathered; Medium hard to hard (R3-R4); Very close to close jointing; Open; Low to moderate (0° to 50°) and high (80° to 90°) angle joints with red-gray and orange-brown staining; Aphanitic;

<1% vesicularity; 1- to 3-mm-thick clayey joint infilling; (Miocene Powder River Volcanics)

72.00 - 90.00 DACITE; Gray; Slightly weathered; Hard (R4); Close to moderately close jointing; Open; Low to moderate (0° to 45°) and high (70° to 90°) angle, undulating, rough joints with brown and orange-brown staining; Aphanitic; <1% vesicularity; 1- to 2-mm-thick red-orange clayey joint infilling; (Miocene Powder River Volcanics)

90.00 End of hole

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

(R4)

RQD = 0

(R4)

RQD = 0

(R3-R4)

RQD = 60

(R4)

RQD = 72

(R4)

RQD = 66

(R4)

RQD = 50

(R4)

RQD = 60

(R4)

RQD = 72

(R4)

RQD = 0

C16

C17

C18

C19

C20

C21

C22

C23

C24

Project Name Clover Creek Quarry, ODOT Source # OR-31-004-5 Hole No. CH-03-13 Page of3 3

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2

0.00 - 2.00 Clayey SILT with some gravel and trace fine to coarse sand; MH; Dark brown; Medium plasticity; Moist; Subangular to angular gravel; Scattered cobbles and boulders; (Residual Soil)

2.00 - 11.00 DACITE; Gray; Slightly weathered; Medium hard to hard (R3-R4); Very close to close jointing; Open; Low to moderate (0° to 50°) and high (70° to 90°) angle, undulating, rough joints with brown and red-brown staining; Aphanitic; <1% vesicularity; (Miocene Powder River Volcanics)

11.00 - 23.50 DACITE; Gray; Slightly weathered; Hard to very hard (R4-R5); Very close to close jointing; Open; Low to moderate (0° to 50°) and high (70° to 90°) angle, undulating, rough joints with red-brown and dark brown staining; Aphanitic; <1% vesicularity;

Occasional small elongated vesicles oriented at 30° to 40°; (Miocene Powder River Volcanics)

23.50 - 42.00 DACITE; Red-gray to gray; Slightly weathered; Hard to very hard (R4-R5); Close jointing; Open; Low to moderate (0° to 60°) and high (70° to 90°) angle, undulating, rough joints with red-brown, Boring drilled from 0.0 to

60.0 feet using HQ3-wireline drilling technique Gray-brown drilling fluid return

Gray drilling fluid return

Gray drilling fluid return

Gray drilling fluid return

Gray drilling fluid return

Gray-brown drilling fluid return

Gray drilling fluid return

Gray drilling fluid return

RQD = 29

(R3-R4)

RQD = 60

(R3-R4)

RQD = 40

(R3-R4)

RQD = 0

(R3-R4)

RQD = 55

(R4-R5)

RQD = 80

(R4-R5)

RQD = 20

(R4)

RQD = 32

(R4)

RQD = 13

(R4)

RQD = 27

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

April 16, 2013

Test Type

I-84 (Hwy #006) MP 278.64

CSI-1000 Track Rig

Start Date End Date

Project

Highway

Hole Location

Equipment

Project Geologist

Typical Drilling AbbreviationsRock Abbreviations

CH-04-13

CMS13017/000/J13

N/A

N/A

N/A

3644.00 ft

N/A

Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action

Recorder

Total Depth

David J. Higgins

Union

Quarry Exploration

Haz-Tech Drilling

Cody K. Sorensen

Clover Creek Quarry, ODOT Source # OR-31-004-5

Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular

"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit

Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear

Page of1

Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough

Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger

Purpose

County

Driller

April 15, 2013

DRILL LOG

OREGON DEPARTMENT OF TRANSPORTATION

Hole No.

E.A. No.

Key No.

Start Card No.

Bridge No.

Ground Elev.

Tube Height60.00 ft

45.15Latitude:

SHANNON & WILSON, INC.

Geotechnical and Environmental Consultants

Longitude: -117.98

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2 orange-brown and dark brown staining; Aphanitic; <1% vesicularity;

(Miocene Powder River Volcanics)

42.00 - 60.00 DACITE; Gray; Fresh to slightly weathered; Hard to very hard (R4-R5); Close to moderately close jointing; Open; Low to moderate (0° to 60°) typically (40° to 50°) and scattered high (70° to 90°) angle, undulating, rough joints with orange-brown and dark brown staining; Aphanitic; <1% vesicularity; Occasional joints with 1-mm- to 1-cm-thick clayey joint infilling; Small elongated vesicles typically oriented at 45° to 50°; (Miocene Powder River Volcanics)

60.00 End of hole

Lost drilling circulation.

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

No drilling fluid return

(R4-R5)

RQD = 65

(R4-R5)

RQD = 40

(R4-R5)

RQD = 56

(R4-R5)

RQD = 73

(R4-R5)

RQD = 56

(R4-R5)

RQD = 80

(R4-R5)

RQD = 100

(R4-R5)

RQD = 96

(R4-R5)

RQD = 100

(R4-R5)

RQD = 82

(R4-R5)

RQD = 53

C11

C12

C13

C14

C15

C16

C17 C18

C19

C20

C21

Project Name Clover Creek Quarry, ODOT Source # OR-31-004-5 Hole No. CH-04-13 Page of2 2

Unit DescriptionD ep th ft

Soil

D ri vi ng

R es is ta nc e

B ac kf il l/ In st ru m en ta ti on

G ra ph ic

L og

P er ce nt

N at ur al

M oi st ur e

P er ce nt

R ec ov er y

W at er L ev el

D at e

D ri ll in g M et ho ds , S iz e an d

R em ar ks

Rock

D is co nt in ui ty D at a

O r

R Q

D

T es t T yp e, N o.

O D

O T

D R

IL

L

LO

G

F

O R

R P

T S

N

O M

A T

L D

E S

C

4-

-0

5-

C

LO

V E

R C

R _O

D O

T R

1.

G

P J

O D

O T

_M A

N .G

D T

/2