9-Appendix VIII - Mt. Ogden Permit Specifications.pdf

PROJECT MANUAL

Utah Transit Authority Mt. Ogden Administration Building/ Canopy

135 West 17th Street, Ogden, Utah 84404

Permitting Submission

November 2025

AECOM Technical Services, Inc 9756 East Winchester Street, Suite 400 Murray, Utah 84107 AECOM Project Number: 60729840

Appendix E Mt Ogden Permit Specifications

Utah Transit Authority Seals Page Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-1

SECTION 00 01 07 – PROFESSIONAL SEALS

Architect:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below.

Division 02 Section: 024100 Division 03 Sections: 033500, 034913 Division 04 Sections: 042113, 047200 Division 05 Sections: 051213, 054000, 055000, 055110, 055200, 057316 Division 06 Sections: 061000, 061600, 062000, 064116, 066116 Division 07 Sections: 070543, 071113, 071416, 072100, 072500, 074113, 074213, 074243, 075400, 076000, 077200, 078400, 078446, 079200 Division 08 Sections: 081100, 081416, 083100, 084113, 084413, 087100, 088100, 089100 Division 09 Sections: 092116.23, 092216, 092900, 093000, 095113, 096500, 096566, 096623, 096813, 097200, 099100, 099600, 099623 Division 10 Sections: 101100, 101400, 102226, 102600, 102800, 104000, 105113, 107000 Division 11 Section: 114400 Division 12 Sections: 122413, 144813

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-2

Civil Engineer:

Meridian Engineering, Inc. [MEI]

Responsible for Divisions listed below and as noted with “[MEI] on the table of contents.

Division 31 Sections: 311000, 312000, 312403, 315000 Division 32 Sections: 321216, 321313, 321373 Division 33 Section: 334100

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-3

Landscape Architect:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below.

Division 32 Sections: 323119, 328400, 329119, 329300

Dec 02, 2025

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-4

Structural Engineer:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below and as noted with “[ATS-S]” on the table of contents.

Division 03 Sections: 031000, 032000, 033000, Division 05 Sections: 051200, 052100, 053100

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-5

Mechanical / Plumbing Engineer:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below and as noted with “[ATS-MP]” on the table of contents.

Division 14 Section: 142400 Division 22 Sections: 220500, 220519, 220523, 220529, 220548, 220553, 220719, 221116, 221119, 221316, 221319, 221319.13, 221413, 221423, 221429, 223400, 224200, 224700

Division 23 Sections: 230529, 230548, 230553, 230593, 230719, 230800, 230923, 232113, 232123, 233113, 233400, 233600, 233713.13, 237343.16, 238239.13

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-6

Fire Protection Engineer:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below and as noted with “[ATS-F]” on the table of contents.

Division 21 Sections: 210517, 210523, 210553, 211100, 211313, 212200 Division 28 Section: 284621.11

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-7

Electrical Engineer:

AECOM Technical Services, Inc. [ATS]

Responsible for Divisions listed below and as noted with “[ATS-E]” on the table of contents.

Division 26 Sections: 260010, 260519, 260526, 260529, 260533.13, 260533.13, 260543, 260548, 260443, 260573, 260923, 262213, 262416, 262713, 262726, 263213.13, 263600, 264113, 264313, 260500

12/3/2025

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 07-8

Telecom Designer:

Keleusmatic Technologies, Inc. [KTI]

Responsible for Divisions listed below and as noted with “[KTI]” on the table of contents.

Division 27 Sections: 270500, 270526, 270528, 270643, 270553, 271100, 27150

END OF SECTION 00 01 07

20-November-2025

Utah Transit Authority Project Directory Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 09-1

SECTION 00 01 09 - PROJECT DIRECTORY

1.01 PROJECT TEAM

A. Owner:

1. Utah Transit Authority - SLC.

2. 669 West 200 South.

3. Salt Lake City, UT 84101.

4. Primary Contact(s):

a. David Osborn, dosborn@rideuta.com

5. Phone: 801-230-8088

6. Website: www.rideuta.com

B. Architect of Record:

1. AECOM Technical Services (ATS)

7595 Technology Way, Suite 200

Denver, CO 80237

2. Primary Contact(s):

a. David Blood, david.blood@aecom.com

3. Phone: 303-294-2770

4. Website: www.aecom.com

C. Civil Engineer:

1. Meridian Engineering, Inc.

1628 West 11010 South, Suite 102

South Jordan, UT 84095

2. Primary Contact(s):

a. Mark Cook, mcook@meiamerica.com

3. Phone: 801-302-4215

4. Website: https://www.meiamerica.com

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 09-2

D. Landscape Architect:

1. AECOM Technical Services (ATS)

756 East Winchester Street, Suite 400

Murray, UT 84107

2. Primary Contact(s):

a. Kelly Gillman, kelly.gillman@aecom.com

3. Phone: 385-274-7412

4. Website: www.aecom.com

E. Structural Engineer:

1. AECOM Technical Services (ATS)

7595 Technology Way, Suite 200

Denver, CO 80237

2. Primary Contact(s):

a. John Wade, john.wade1@aecom.com

3. Phone: 303-796-4637

4. Website: www.aecom.com

F. Electrical Engineer:

1. AECOM Technical Services (ATS)

7595 Technology Way, Suite 200

Denver, CO 80237

2. Primary Contact(s):

a. Jeff Bentley, Jeff.Bentley@aecom.com

3. Phone: 720-480-7276

4. Website: www.aecom.com

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 09-3

G. Mechanical Engineer:

1. AECOM Technical Services (ATS)

7595 Technology Way, Suite 200

Denver, CO 80237

2. Primary Contact(s):

a. Ryan Meador, ryan.meador@aecom.com

3. Phone: 303-843-2178

4. Website: www.aecom.com

H. Geotechnical Consultant:

1. Terracon Consultants Inc.

6952 High Tech Dr # B

Midvale, UT 84047

2. Primary Contact(s):

a. Kenan Beninati, kenan.beninati@terracon.com

3. Phone: 801-545-8500

4. Website: www.terracon.com

I. Surveying:

1. Redcon Land Surveying

25 S Main St #200

Centerville, UT 84014

2. Primary Contact(s):

a. Bryan Yates, yates@redcon.com

3. Phone: 801-298-2401

4. Website: www.redcon.com

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 09-4

J. Technology Consultant:

1. Keleusmatic Technologies, Inc

Technology Systems Integration

4600 East Washington Street, Suite 300

Phoenix, AZ 85034

2. Primary Contact(s):

a. Michael Yu, michael.yu@keleusmatic.com

3. Phone: 954-543-5701

4. Website: www.keleusmatic.com

END OF SECTION 00 01 09

Utah Transit Authority Table of Contents Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-1

SECTION 00 01 10 – TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 TITLE PAGE

00 01 07 PROFESSIONAL SEALS

00 01 09 PROJECT DIRECTORY

00 01 10 TABLE OF CONTENTS

00 31 32 GEOTECHNICAL DATA

00 62 76.14 SALES TAX EXEMPTION CERTIFICATION

00 63 25 SUBSTITUTION REQUEST FORM

00 72 00 GENERAL CONDITIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 14 CONTROL OF WORK

01 21 00 ALLOWANCES

01 22 00 UNIT PRICES

01 23 00 ALTERNATE BID ITEMS

01 25 00 SUBSTITUTION PROCEDURES

01 26 00 CONTRACT MODIFICATION PROCEDURES

01 29 00 PAYMENT PROCEDURES

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 41 20 SEISMIC AND WIND REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 13 EROSION CONTROL, SEDIMENTATION AND CONTAINMENT OF

CONSTRUCTION MATERIALS

01 60 00 PRODUCT REQUIREMENTS

01 60 01 BUY AMERICA REQUIREMENTS

01 61 00 CONTROL OF MATERIALS

01 66 10 DELIVERY, STORAGE AND HANDLING

01 73 00 EXECUTION

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36 WARRANTIES

01 78 39 PROJECT RECORD DOCUMENTS

01 79 00 DEMONSTRATION AND TRAINING

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-2

DIVISION 03 - CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHES AND FLOOR TREATMENT

03 49 13 GLASS FIBER REINFORCED CONCRETE

DIVISION 04 - MASONRY

04 21 13 UNIT MASONRY AND ACCESSORIES

04 72 00 CAST STONE MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 12 13 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

05 21 00 STEEL JOISTS

05 31 00 STEEL DECK

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 MISCELLANEOUS METAL

05 51 10 STEEL STAIRS AND LADDERS

05 52 00 METAL RAILINGS

05 73 16 WIRE ROPE DECORATING METAL RAILING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

06 20 00 FINISH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 43 CONTINUOUS INSULATION FURRING SYSTEM

07 11 13 BITUMINOUS DAMPPROOFING

07 14 16 COLD FLUID-APPLIED WATERPROOFING

07 21 00 BUILDING INSULATION

07 25 00 SELF-ADHERING WEATHER BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 EXTERIOR METAL WALL PANELS

07 42 43 METAL FACED COMPOSITE WALL AND SOFFIT PANELS

07 54 00 THERMOPLASTIC MEMBRANE ROOFING

07 60 00 SHEET METAL FLASHING AND TRIM

07 72 00 ROOF ACCESSORIES

07 84 00 FIRESTOPPING

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-3

07 84 46 FIRE RESISTIVE JOINT SYSTEMS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 00 METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 00 ACCESS DOOR PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 71 00 DOOR HARDWARE

08 81 00 GLASS AND GLAZING

08 91 00 LOUVERS AND VENTS

DIVISION 09 - FINISHES

09 21 16.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 DRYWALL CONSTRUCTION

09 30 00 TILE WORK

09 51 13 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING-BASE AND ACCESSORIES

09 65 66 RESILIENT ATHLETIC FLOORING

09 66 23 EPOXY-RESIN TERRAZZO

09 68 13 TILE CARPETING

09 72 00 WALL COVERINGS

09 91 00 ARCHITECTURAL PAINTING AND COATING

09 96 00 HIGH PERFORMANCE COATINGS

09 96 23 GRAFFITI-RESISTANT COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY SURFACES

10 14 00 SIGNAGE

10 22 26 OPERABLE PARTITION

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 40 00 SAFETY FIRST AID AND FIRE FIGHTING EQUIPMENT

10 51 13 METAL LOCKER

10 70 00 EXTERIOR SUN CONTROL DEVICES

DIVISION 11 - EQUIPMENT

11 44 00 KITCHEN EQUIPMENT

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-4

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 14 – CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATOR

DIVISION 21 - FIRE SUPPRESSION

21 05 17 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

21 05 23 GENERAL-DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION

PIPING

21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

21 11 00 FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

21 13 13 WET-PIPE SPRINKLER SYSTEMS

21 22 00 CLEAN-AGENT FIRE-EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 19 METERS AND GAUGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 13 19.13 SANITARY DRAINS

22 14 13 STORM DRAINAGE PIPING

22 14 23 STORM DRAINAGE PIPING SPECIALTIES

22 14 29 SUMP PUMPS

22 34 00 FUEL-FIRED DOMESTIC-WATER HEATERS

22 42 00 COMMERCIAL PLUMBING FIXTURES

22 47 00 DRINKING FOUNTAINS AND WATER COOLERS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-5

23 07 19 HVAC PIPE INSULATION

23 08 00 COMMISSIONING FOR HVAC

23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

23 21 13 HYDRONIC PIPING

23 21 23 HYDRONIC PUMPS

23 31 13 METAL DUCT

23 34 00 HVAC FANS

23 36 00 AIR TERMINAL UNITS

23 37 13.13 AIR DIFFUSERS, REGISTERS AND GRILLES

23 73 43.16 OUTDOOR, SEMI-CUSTOM AIR-HANDLING UNITS

23 82 39.13 CABINET UNIT HEATERS

DIVISION 26 – ELECTRICAL

26 00 10 SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33.13 CONDUITS FOR ELECTRICAL SYSTEMS

26 05 33.16 BOXES AND COVERS FOR ELECTRICAL SYSTEMS

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 POWER SYSTEM STUDIES

26 09 23 LIGHTING CONTROL DEVICES

26 22 13 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS

26 24 16 PANELBOARDS

26 27 13 ELECTRIC METERING

26 27 26 WIRING DEVICES

26 32 13.13 DIESEL-ENGINE-DRIVEN GENERATOR SETS

26 36 00 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL

POWER CIRCUITS

26 05 00 LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 00 COMMON WORKS FOR COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS

27 05 28 PATHWAYS AND BOXES FOR COMMUNICATIONS

27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION

SYSTEMS

27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 01 10-6

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 46 21.11 ADDRESSABLE FIRE-ALARM SYSTEMS

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 24 03 GROUND IMPROVEMENT USING AGGREGATE COLUMNS

31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 HOT-MIX ASPHALT PAVING

32 13 13 SITE CONCRETE

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 31 19 DECORATIVE METAL FENCING AND GATES

32 84 00 IRRIGATION

32 91 19 LANDSCAPE GRADING

32 93 00 PLANTING

DIVISION 33 - UTILITIES

33 41 00 STORM DRAINAGE SYSTEM

END OF SECTION 00 01 10

Utah Transit Authority Geotechnical Data Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 31 32-1

SECTION 00 31 32 - GEOTECHNICAL DATA

1.01 GEOTECHNICAL DATA

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. A geotechnical investigation for the Project, "UTA-Mt Ogden Facility, Geotechnical Engineering Report" prepared by Terracon, dated June 11, 2025 Terracon Project No. 61245099 is available for viewing as appended to this Document.

C. Related Requirements:

1. Instructions to Bidders for the Bidder's responsibilities for examination of Project site and existing conditions.

(see geotechnical engineering report beginning on page 3)

END OF SECTION 00 31 32

Utah Transit Authority Geotechnical Data Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 31 32-2

(this page intentionally blank) (see geotechnical engineering report beginning on next page)

4,235

4,240

4,245

4,250

4,255

4,260

4,265

4,270

4,275

4,280

4,285

4,290

4,295

EL

EV

A

TI

O N

M

S L) fe et

Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project.

Numbers adjacent to soil column indicate depth below ground surface.

NOTES:

B-01 B-02

B-03

B-04

B-05

B-06 B-07

B-08 B-09

B-10 B-11

Legend

This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.

GeoModel

135 W 17th St | Ogden, UT Terracon Project No. 61245099

UTA Mt Ogden Facility

6952 S High Tech Dr, Ste B Midvale, UT

First Water Observation

Groundwater levels are temporal. The levels shown are representative of the date and time of our exploration. Significant changes are possible over time.

Water levels shown are as measured during and/or after drilling. In some cases, boring advancement methods mask the presence/absence of groundwater. See individual logs for details.

Concrete Fill

Silty Clay with Sand Lean Clay with Sand

Silty Gravel with Sand Silty Sand Poorly-graded Gravel with Silt and Sand

Poorly-graded Sand with Silt and Gravel

Lean Clay Sandy Silty Clay

Silty Gravel Silty Sand with Gravel

Clayey Sand Silty Clay

Clayey Sand with Gravel

Clayey Gravel with Sand

Model Layer Layer Name General Description

1 Concrete or asphalt pavement and fill soils consisting of gravel with varying amounts of sand and silt

3 Sand and gravel with varying amounts of clay and silt;

medium dense

4 Clay with varying amounts of sand and silt; very soft to stiff

2 Clays with varying amounts of sand and gravel; soft to stiff

5 Sand and gravel with varying amounts of clay and silt;

dense to very dense

Pavement/Fill

Shallow granular soils

Deep fine-grained soils

Shallow fine-grained soils

Deep granular soils

2.5

31.5

2.5

9.5

51.5

2.5

31.5

37.5

2.5

11.5

11.5

7.5

11.5

2.5

7.5

11.5

7.5

2.5

7.5

11.5

35.5

11.5

1.5

7.5

1.5

4288.5

4286.5

CONCRETE, approximately 6 inches thick FILL - SILTY GRAVEL WITH SAND (GM), rounded

SILTY CLAY WITH SAND (CL), dark grayish brown, soft, contains sand lenses

LEAN CLAY WITH SAND (CL), dark brownish gray, medium stiff to stiff, with rootlets

SILTY GRAVEL WITH SAND (GM), rounded, dark grayish brown, medium dense

SILTY SAND (SM), medium dense

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM),

trace sand, rounded, brownish gray with black, medium dense

Boring Log No. B-01

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

Experienced heave at approximately 20 feet. Poured barite mixture down borehole to control heave.

40.9

5.4

35-24-11

0.5

2.5

5.0

9.0

15.0

20.0

25.0

2-2-1 N=3

0-0-8 N=8

7-6-4 N=10

6-8-6 N=14

6-6-6 N=12

8-10-5 N=15

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 10' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4289 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2354° Longitude: -111.9790°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4257.5

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),

grayish brown with black, very dense

SILTY SAND (SM), trace gravel, dark grayish brown, medium dense

Boring Terminated at 31.5 Feet

Boring Log No. B-01

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

28.0

31.5

7-20-20-39 N=40

6-5-8 N=13

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 10' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4289 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2354° Longitude: -111.9790°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4287.5

4285.5

4278.5

4275.5

CONCRETE, approximately 6 inches thick FILL - WELL GRADED GRAVEL WITH SAND (GW), rounded, dark brown

LEAN CLAY (CL), trace silt, dark brown, very soft

- with gravel

SANDY SILTY CLAY (CL-ML), trace silt, dark brown, very soft

WELL GRADED GRAVEL WITH SAND (GP-GM), rounded, dark brown, medium dense

SILTY GRAVEL (GM), trace sand, rounded, dark brown, medium dense to very dense, with cobbles

SILTY SAND WITH GRAVEL (SM), trace sand, dark brown, medium dense to very dense, with cobbles

Boring Log No. B-02

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

Experienced heave at approximately 12.5 feet. Poured barite mixture down borehole to control heave.

6.4

27.8

1.9

33-22-11

24-19-5

0.5

2.5

7.0

9.5

12.5

18.0

0-1-1 N=2

0-0-0 N=0

0-0-0

7-10-10 N=20

7-9-9

4-4-7 N=11

16-42-22 N=64

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 10' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4288 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2353° Longitude: -111.9793°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

SILTY SAND WITH GRAVEL (SM), trace sand, dark brown, medium dense to very dense, with cobbles (continued)

CLAYEY SAND (SC), trace gravel, brown, loose to medium dense, with cobble in shoe of sampler

LEAN CLAY (CL), grayish brown to black, very soft to soft, with thin interbedded sand lenses

SILTY CLAY (CL-ML), grayish brown to dark brown, stiff, with thin interbedded sand lenses

LEAN CLAY (CL), grayish brown to dark brown, very soft, with thin interbedded sand lenses

Boring Log No. B-02

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

23.9

33.9

24.1

27-16-11

36-19-17

23-17-6

28.0

37.0

43.0

48.0

6-9-16 N=25

2-6-5-10

2-6-7 N=13

0-0-0 N=0

0-0-3 N=3

3-6-4 N=10

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 10' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4288 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2353° Longitude: -111.9793°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4236.5

LEAN CLAY (CL), grayish brown to dark brown, very soft, with thin interbedded sand lenses (continued)

Boring Terminated at 51.5 Feet

Boring Log No. B-02

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

51.5

18 0-0-1 N=1

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 10' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4288 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2353° Longitude: -111.9793°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul

4292.5

4290.5

4280.7

4270.8

4268.5

CONCRETE

FILL - WELL GRADED GRAVEL WITH SAND (GW), rounded, dark brown

SILTY SAND WITH GRAVEL (SM), brown, loose to medium dense

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM),

dark brown, loose

CLAYEY SAND WITH GRAVEL (SC), dark brown, very loose

SILTY GRAVEL WITH SAND (GM), rounded, dark brown to grayish brown, medium dense

CLAYEY GRAVEL WITH SAND (GC), rounded, brown to grayish brown, loose

Boring Log No. B-03

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

16.5

17.7

0.5

2.5

10.0

12.3

15.0

22.2

24.5

3-5-3 N=8

2-2-5 N=7

5-7-4-3

4-5-5 N=10

2-1-1 N=2

6-11-11 N=22

6-4-12 N=16

7-8-4

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EB

Boring Started 09-13-2024

Boring Completed 09-13-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 9' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4293 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2350° Longitude: -111.9792°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4261.5

SILTY GRAVEL WITH SAND (GM), rounded, brown to orangish brown, medium dense (continued)

SILTY SAND WITH GRAVEL (SM), brown, very dense

Boring Terminated at 31.5 Feet

Boring Log No. B-03

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

30.0

31.5

2-9-20 N=29

5-21-39 N=60

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EB

Boring Started 09-13-2024

Boring Completed 09-13-2024

Abandonment Method Boring backfilled with soil cuttings and bentonite chips upon completion. Sealed with utilibond at surface.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 9' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4293 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2350° Longitude: -111.9792°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul

4289.75

4287.5

4282.5

4278.5

ASPHALT, approximately 3 inches thick FILL - SILTY SAND WITH GRAVEL (SM), trace silt, dark brown

SILTY SAND (SM), trace silt and gravel, dark gray to brown, loose

CLAYEY SAND WITH GRAVEL (SC), with residual organics, dark gray to black, loose

SILTY SAND WITH GRAVEL (SM), dark brownish gray, medium dense

Boring Terminated at 11.5 Feet

Boring Log No. B-04

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

8.0

15.4

9.2

NP

NP

0.3

2.5

5.0

7.5

11.5

15-16-10-10 N=26

7-5-3 N=8

1-1-7 N=8

5-10-10 N=20

5-15-12 N=27

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 7.5' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4290 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2347° Longitude: -111.9792°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4291.5

4282.5

SILTY SAND WITH GRAVEL (SM), dark brown, medium dense, trace rootlets

SILTY SAND WITH GRAVEL (SM), dark brown, medium dense

SANDY SILT (ML), trace gravel, dark brown, very soft to stiff, trace rootlets

CLAYEY SAND (SC), dark brown to black, very loose, with rootlets and oxidation staining

Boring Terminated at 11.5 Feet

Boring Log No. B-05

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

11.1

16.2

NP

2.5

5.0

10.0

11.5

5-8-6-7 N=14

2-4-8 N=12

19-8-3 N=11

0-0-0 N=0

0-0-1 N=1

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-06-2024

Boring Completed 09-06-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations Groundwater not encountered

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4294 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2349° Longitude: -111.9788°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4282.5

4278.5

SILTY SAND WITH GRAVEL (SM), dark brown, loose to medium dense, with rootlets

SILTY CLAY WITH SAND (CL-ML), trace gravel, dark brown, soft

CLAYEY SAND (SC), fine to medium grained sand, dark brown, very loose, with oxidation staining and trace rootlets

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),

with residual organics, dark brown, medium dense

Boring Terminated at 11.5 Feet

Boring Log No. B-06

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

5.6

23.9

33.5

NP

28-21-7

5.0

7.5

10.0

11.5

13-13-13-19 N=26

5-3-3 N=6

1-1-2 N=3

0-1-1 N=2

7-10-11 N=21

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 8' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4290 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2345° Longitude: -111.9813°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4285.5

4280.5

4276.5

SILTY SAND WITH GRAVEL (SM), fine grained gravel, dark brown, medium dense

SANDY LEAN CLAY (CL), trace sand, dark brown, medium stiff

SANDY SILT (ML), trace silt, dark brown, very loose

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM),

rounded, brown, medium dense

Boring Terminated at 11.5 Feet

Boring Log No. B-07

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

25.1

24.0

2.5

5.0

7.5

11.5

12-8-6-4 N=14

2-3-4 N=7

1-1-1 N=2

6-10-10 N=20

4-9-9 N=18

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-06-2024

Boring Completed 09-06-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 7' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4288 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2349° Longitude: -111.9813°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4283.5

4278.5

4274.5

CLAYEY GRAVEL WITH SAND (GC), rounded, dark brown, loose

SANDY SILTY CLAY WITH GRAVEL (CL-ML), dark brown, soft to medium stiff

CLAYEY GRAVEL WITH SAND (GC), rounded, dark brown, medium dense

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),

dark brown, loose

Boring Terminated at 11.5 Feet

Boring Log No. B-08

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

10.3

22.4

2.5

7.5

10.0

11.5

8-6-2-3 N=8

2-1-1 N=2

0-3-3 N=6

3-6-5 N=11

2-4-4 N=8

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 7.5' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4286 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2348° Longitude: -111.9821°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

4283.5

4278.5

4274.5

POORLY GRADED GRAVEL WITH SILT AND SAND (GP-GM),

rounded, dark brown, medium dense

POORLY GRADED SAND WITH SILT (SP-SM), reddish brown, loose

SILTY GRAVEL WITH SAND (GM), rounded, dark brown, medium dense

POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM),

dark reddish brown, medium dense

Boring Terminated at 11.5 Feet

Boring Log No. B-09

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

119.5

10.7

17.1

NP

2.5

5.0

7.5

11.5

6-7-8-7 N=15

1-2-2 N=4

6-8-7 N=15

4-12-13 N=25

4-6-8 N=14

135 W 17th St | Ogden, UT Terracon Project No. 61245099 Midvale, UT

6952 S High Tech Dr, Ste B

Drill Rig Geoprobe 3100 GT

Hammer Type Automatic

Driller Terracon

Logged by

EK

Boring Started 09-05-2024

Boring Completed 09-05-2024

Abandonment Method Boring backfilled with Auger Cuttings and/or Bentonite upon completion.

Advancement Method Hollow Stem Auger

Notes

Water Level Observations 5.5' while drilling

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Elevation Reference: Elevations were obtained by Google Earth Pro.

UTA Mt Ogden Facility

Sa m pl e

Ty pe

Pe rc en t

Fi ne s

W at er C on te nt

Elevation.: 4286 (Ft.)

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 41.2344° Longitude: -111.9820°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul

Depth (ft)

Depth (ft)

CPT Sounding ID CPT-1

10 20 30 40

Tip Resistance, qt (tsf)

100 200 300 400

Facilities | Environmental | Geotechnical | Materials

Friction Ratio, Fr

2 4 6 8

Sleeve Friction, fs (tsf)

1.2 2.4 3.6 4.8

0.12 0.24 0.36 0.48 Material Description

Normalized CPT Soil Behavior Type

1 2 3 4 5 6 7 8

Pore Pressure, u2 (tsf)

0 1 2 3 Dissipation Test

Hydrostatic Pressure

CPT Terminated at 22.2 Feet

1 Sensitive, fine grained

Normalized Soil Behavior Type (Robertson 1990)

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data, if any.

See Supporting Information for explanation of symbols and abbreviations.

UTA Mt Ogden Facility 135 W 17th St | Ogden, UT

Notes

Test Location: See Exploration Plan

CPT Equipment

Terracon Project No. 61245099

3 Clay - silty clay to clay

2 Organic soils - clay CPT sensor calibration reports available upon request

Probe No. 5501 with net area ratio of 0.86

Manufactured by Geoprobe Systems- Calibrated 5/19/2022

CPT Completed: 9/13/2024

8 ft estimated water depth

(used in normalizations and correlations)

CPT Started: 9/13/2024

9 Very stiff fine grained

4 Silt mixtures - clayey silt to silty clay

8 Very stiff sand to clayey sand

7 Gravelly sand to dense sand

6 Sands - clean sand to silty sand

5 Sand mixtures - silty sand to sandy silt

Operator: CH

CPT Rig:

6952 S High Tech Dr, Ste B Midvale, UT

Water Level Observation

0 10 20 30 40 50 60 70 80 90 100 110

"A" L ine

ASTM D4318

CH

or

O H

CL

o r O

L

ML or OL

MH or OH

NP

NP

NP

NP

NP

NP

NP

NP

84.3

87.5

66.9

25.2

91.9

97.8

47.8

12.4

41.6

25.3

72.4

11.4

96.7

3.4

77.6

53.6

CL

CL

CL-ML

SC

CL

CL-ML

SM

SM

SM

CL-ML

GP-GM

CL

GP

CL

ML

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

84.3

87.5

66.9

25.2

91.9

97.8

47.8

12.4

41.6

25.3

72.4

11.4

96.7

3.4

77.6

53.6

CL

CL

CL-ML

SC

CL

CL-ML

SM

SM

SM

CL-ML

GP-GM

CL

GP

CL

ML

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

NP

LEAN CLAY with SAND

LEAN CLAY

SANDY SILTY CLAY

CLAYEY SAND

LEAN CLAY

SILTY CLAY

SILTY SAND

SILTY SAND with GRAVEL

SILTY SAND

SILTY CLAY with SAND

POORLY GRADED GRAVEL with SILT and SAND

LEAN CLAY

POORLY GRADED GRAVEL with SAND

LEAN CLAY with SAND

SANDY SILT

Atterberg Limit Results

"U " L ine

Liquid Limit

LL PL PI Fines USCS DescriptionFines

Pl as tic ity

I nd ex

CL - ML

Facilities | Environmental | Geotechnical | Materials

7.5 - 9

2.5 - 4

7.5 - 9.5

30 - 32

37.5 - 39

45 - 46.5

2.5 - 4

7.5 - 9

0 - 2

0 - 2

5 - 6.5

0 - 2

4 - 6

10 - 12

2.5 - 4

5 - 6.5

12.5 - 14.5

B-01

B-02

B-02

B-02

B-02

B-02

B-04

B-04

B-05

B-06

B-06

B-09

B-10

B-10

B-11

B-11

B-11

Boring ID Depth (Ft)

6952 S High Tech Dr, Ste B Midvale, UTTerracon Project No. 61245099

135 W 17th St | Ogden, UT UTA Mt Ogden Facility

0.0010.010.1110100

U.S. Sieve Opening in Inches

Grain Size (mm)

Percent C oarser by W eightPe rc en t

Fi ne r by

W ei gh t fine medium fine Cobbles Gravel Sand Silt or Clay

4 2

1.5 1 1/2

3/8

U.S. Sieve Numbers

3 3/4 coarse

Grain Size Distribution

ASTM D422 / ASTM C136

coarse

Hydrometer

Facilities | Environmental | Geotechnical | Materials

Cc CuDescription

LEAN CLAY

SILTY SAND with GRAVEL

D30

1.105

10.59

%Fines %Silt

NP

NP

NP

LL PL PI

13.4

87.5

14.0

33.4

41.6

%CobblesD60

7.332

19.396

0.724

0.41

D100 %Clay%Sand%Gravel

50.5

1.8

80.2

17.7

18.7

36.1

10.6

5.7

48.9

39.7

0.0

0.0

0.0

0.0

0.0

D10

CL

SM

USCSBoring ID

10 - 11.5

2.5 - 4

12.5 - 14

0.3 - 2.3

0 - 2

B-01

B-02

B-02

B-04

B-05

10 - 11.5

2.5 - 4

12.5 - 14

0.3 - 2.3

0 - 2

Depth (Ft)Boring ID

Depth (Ft)

B-01

B-02

B-02

B-04

B-05

UTA Mt Ogden Facility 135 W 17th St | Ogden, UT Terracon Project No. 61245099

Midvale, UT 6952 S High Tech Dr, Ste B

SILTY SAND with GRAVEL SM

SILTY GRAVEL GM

SILTY SAND with GRAVEL SM

0.0010.010.1110100

U.S. Sieve Opening in Inches

Grain Size (mm)

Percent C oarser by W eightPe rc en t

Fi ne r by

W ei gh t fine medium fine Cobbles

Gravel Sand Silt or Clay

4 2 1.5

1 1/2 3/8

U.S. Sieve Numbers

3 3/4 coarse

Grain Size Distribution

ASTM D422 / ASTM C136

coarse

Hydrometer

Facilities | Environmental | Geotechnical | Materials

Cc

0.47

0.92

Cu

128.93

52.34

Description

POORLY GRADED GRAVEL with SILT and SAND

POORLY GRADED GRAVEL with SAND

0.227

D30

0.446

1.571

%Fines %Silt

NP

NP

NP

NP

NP

NP

LL PL PI

11.4

3.4

%CobblesD60

7.414

11.877

D100 %Clay%Sand%Gravel

46.3

50.3

42.3

36.9

0.0

D10

Boring ID

0 - 2

10 - 12

B-09

B-10

0 - 2

10 - 12

Depth (Ft)Boring ID

Depth (Ft)

B-09

B-10

GP-GM

GP

USCS

UTA Mt Ogden Facility 135 W 17th St | Ogden, UT Terracon Project No. 61245099

Midvale, UT 6952 S High Tech Dr, Ste B

Sample saturated at start of test

Liquid Limit: 42 Percent Fines: 97 Plasticity Index: 21 Classification: CL

Sample Volume (cf):

0.87

Dry Unit Weight (pcf):0.0023 100

Sample Volume (cf): Dry Unit Weight (pcf): 88

Moist Unit Weight (pcf):

Moisture Content (%):

0.0026

2.41Sample Diameter (in):

Sample Height (in):

/ 11

2.41 1.00

Sample Diameter (in):

Sample Height (in):

Moist Unit Weight (pcf):

Moisture Content (%):

Sample flooded at start of test. Soil properties based on sample collected at 7.5' in same soil layer.

Liquid Limit: 35 Percent Fines: 84 Plasticity Index: 11 Classification: CL

Sample Volume (cf):

0.86

Dry Unit Weight (pcf):0.0024 96

Sample Volume (cf): Dry Unit Weight (pcf): 82

Moist Unit Weight (pcf):

Moisture Content (%):

0.0028

2.50Sample Diameter (in):

Sample Height (in):

2.50 1.00

Sample Diameter (in):

Sample Height (in):

Moist Unit Weight (pcf):

Moisture Content (%):

Client UTA- Mt. Ogden Facility

5/1/2025

B-10

AASHTO T289 7.9

ASTM C1580 28

AWWA 4500-

S,D nil

ASTM D512 18

ASTM G200 256

AWWA 2520 B 223

ASTM G57 1800

Kylie Arcaris 5/8/2028

Water Soluble Chloride Ion Content (mg/Kg)

Oxidation-Reduction Potential (RmV)

Total Dissolved Salts (mg/Kg)

Water Soluble Sulfide Content (mg/Kg)

Electrical Resistivity ( ·cm)

These tests were performed in general accordance with the applicable AASHTO, ASTM, and AWWA test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced without the full written consent of Terracon Consultants Inc.. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar materials.

Verified By:

Acidity (pH)

Water Soluble Sulfate Ion Content (mg/Kg)

Sample Location

Sample Depth (ft)

Corrosivity Suite Results

Date Received:

Project AECOM Technical Services Inc.

Ogden, UT 61245099

Client

B-02 2.5'

8.60

Nil

+107

Analyzed By:

The tests were performed in general accordance with applicable ASTM and AWWA test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.

9/16/2024Date Received:

Results from Corrosion Testing

Water Soluble Sulfate, ASTM C1580, (mg/kg)

61245099

Project

Denver, CO

Sample Location Sample Depth (ft.)

Staff Geologist pH Analysis, AASHTO T289

Sulfides, AWWA 4500-S D, (mg/kg)

Chloride, ASTM D512, (mg/kg)

Red-Ox, ASTM G200, (mV)

Total Salts, AWWA 2520 B, (mg/kg)

Resistivity (Saturated), ASTM G57, (ohm-cm)

AECOM Technical Services Inc UTA Mt Ogden Facility

ChrisAnne Ross

Auger Cuttings

Modified Dames & Moore Ring Sampler

Shelby Tube

Standard Penetration Test

Facilities | Environmental | Geotechnical | Materials

> 4.00

2.00 to 4.00

1.00 to 2.00

0.50 to 1.00

0.25 to 0.50 less than 0.25

Unconfined Compressive Strength Qu (tsf)

UTA Mt Ogden Facility 135 W 17th St | Ogden, UT Terracon Project No. 61245099

6952 S High Tech Dr, Ste B Midvale, UT

N

(HP)

(T)

(DCP)

UC

(PID)

(OVA)

Standard Penetration Test Resistance (Blows/Ft.)

Hand Penetrometer

Torvane

Dynamic Cone Penetrometer

Unconfined Compressive Strength

Photo-Ionization Detector

Organic Vapor Analyzer

Water Level After a Specified Period of Time

Water Level After a Specified Period of Time

Cave In Encountered

Water Level Field Tests

Water Initially Encountered

Sampling

Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils, accurate determination of groundwater levels is not possible with short term water level observations.

General Notes

Location And Elevation Notes

Exploration point locations as shown on the Exploration Plan and as noted on the soil boring logs in the form of Latitude and Longitude are approximate. See Exploration and Testing Procedures in the report for the methods used to locate the exploration points for this project. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area.

Soil classification as noted on the soil boring logs is based Unified Soil Classification System. Where sufficient laboratory data exist to classify the soils consistent with ASTM D2487 "Classification of Soils for Engineering Purposes" this procedure is used. ASTM D2488 "Description and Identification of Soils (Visual-Manual Procedure)" is also used to classify the soils, particularly where insufficient laboratory data exist to classify the soils in accordance with ASTM D2487. In addition to USCS classification, coarse grained soils are classified on the basis of their in-place relative density, and fine-grained soils are classified on the basis of their consistency. See "Strength Terms" table below for details. The ASTM standards noted above are for reference to methodology in general. In some cases, variations to methods are applied as a result of local practice or professional judgment.

Exploration/field results and/or laboratory test data contained within this document are intended for application to the project as described in this document. Use of such exploration/field results and/or laboratory test data should not be used independently of this document.

Relevance of Exploration and Laboratory Test Results

Descriptive Soil Classification

> 30

15 - 30

8 - 15

4 - 8

2 - 4

Hard

> 50 Very Stiff

Stiff

Medium Stiff

Soft

Very Soft

30 - 50

10 - 29

4 - 9

0 - 3Very Loose

Loose

Medium Dense

Dense

Very Dense

Relative Density of Coarse-Grained Soils (More than 50% retained on No. 200 sieve.)

Density determined by Standard Penetration

Resistance

Consistency of Fine-Grained Soils (50% or more passing the No. 200 sieve.)

Consistency determined by laboratory shear strength testing, field visual-manual procedures or standard penetration resistance

0 - 1

Relative Density Consistency Standard Penetration or

N-Value (Blows/Ft.)

Standard Penetration or N-Value

(Blows/Ft.)

Strength Terms

Utah Transit Authority Sales Tax Exception Certification Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 62 76.14-1

SECTION 00 62 76.14 - SALES TAX EXEMPTION CERTIFICATION

Utah Transit Authority is exempt from paying sales, use, tourism and motor vehicle rental tax for construction materials. See copy of Exemption Certificate for Governments & Schools appended to this Section.

(See certification on next page)

END OF SECTION 00 62 76.14

Utah Transit Authority Sales Tax Exception Certification Mt. Ogden Admin Bldg/Canopy – 60729840 Section 00 62 76.14-2

(see certification beginning on next page)

00 63 25-1

CONTRACTOR'S APPLICATION FOR CONSIDERATION OF SUBSTITUTION

(Include With Submittals)

NOTE: Provisions requiring submittal of this form are described in Paragraphs 6.05.A.2 of the General and

Supplementary Conditions.

Date:

Contractor:

Project:

Earth Tech, Inc. Project No. Contract No.: (If Applicable)

We hereby apply for consideration of (Proposed Substitute Manufacturer) as a substitute manufacturer to the manufacturer(s) named in:

Specification Section: Paragraph/Drawing No.: , for the following reasons (Check one or more):

The specified equipment or material is unavailable or time of delivery will substantially delay the construction progress, but not as result of CONTRACTOR’S failure to pursue Work promptly or

The specified equipment or material is unavailable or time of delivery will substantially delay the construction progress, but not as result of CONTRACTOR'S failure to pursue Work promptly or coordinate various activities. (Provide supporting information).

The proposed equipment or material will provide for packaging and coordination with other equipment from a single source manufacturer/supplier. (Submit name of source supplier and other equipment to be packaged).

The proposed equipment or material is a "Substitute Item" to that specified and the Contractor will provide the Owner with a credit of $ if the equipment or material is accepted. Term "Substitute Items" is defined in Paragraph 6.05.A.2 of the General Conditions.

We certify that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified and will not prejudice CONTRACTOR's achievement of Substantial Completion on time.

A. Physical Characteristics of Proposed Substitute (if applicable):

Operating Wt.: lbs Height: Width: Depth:

Volts: Hertz: KW. or HP.:

B. Will acceptance of the proposed substitute by OWNER:

1. Require a change in the Drawings or Specifications: Yes No

If yes, attach an explanation and detailed drawings.

00 63 25-2

2. Require payment of any license fee or royalty: Yes No

If yes, attach an explanation.

3. Result in a change of contract time: Yes No

If yes, attach an explanation.

C. Variations of proposed substitute from specified material, equipment, methods or procedures include:

(If none, state none. Attach separate listing if more space needed.)

1.

2.

3.

4.

D. Service Source (Maintenance, Repair, and Replacement) availability:

(Start with location closest to site of Project.)

1. Name of Business:

Address:

City: State: Zip:

Years in Business: Factory Authorized: Yes No

Parts Stocked: Major Yes No Minor Yes No

Field Service Personnel Available: Yes No

2. Name of Business:

Address:

City: State: Zip:

Years in…