DERR-2025-001283

Mr. John Sawyer February 5, 2024
TP Lamplighter, LC Project Number: 2077-001P
1165 East Wilmington Avenue, Suite 275
Salt Lake City, Utah 84106

SUBJECT: Proposed Work Plan and Budget, NSF-14
Installation of One Groundwater Monitoring Well and Groundwater Monitoring Activities
American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah
UST Facility No. 4000803
Release Site NFS

Wasatch Environmental, Inc., has prepared this Work Plan to install one groundwater monitoring well and
groundwater monitoring activities to further evaluate a petroleum release at the American Food Mart.
This monitoring well installation and sampling was requested by Mr. Mike Pecorelli, Petroleum Storage
Tank Fund manager for the Utah Division of Environmental Response and Remediation. The estimated
cost to complete the proposed scope of work is provided in Table 1.

We have included a self-addressed envelope and Petroleum Storage Tank Trust Fund Work Plan
Approval Application. Upon your review and approval of this Work Plan, please sign the attached Work
Plan authorization form and return it to Wasatch Environmental, Inc.

Our services consist of professional opinions and recommendations made in accordance with generally
accepted environmental engineering principles and practices. This warranty is in lieu of all other
warranties either expressed or implied.

Should you have any questions, please do not hesitate to contact us.

Sincerely,

WASATCH ENVIRONMENTAL, INC.

Blake B. Downey, P.G. Julie Kilgore, President
Utah Certified UST Consultant Principal Environmental Manager
Vice President and Senior Project Hydrogeologist

Copies: (1) Addressee
(1) Mr. Michael Pecorelli, DERR
(1) Ms. Nicole Chavez, DERR

WASATCH ENVIRONMENTAL, INC.
ENVIRONMENTAL SCIENCE AND ENGINEERING

2410 WEST CALIFORNIA AVENUE
SALT LAKE CITY, UTAH 84104
PHONE [phone]
FAX [phone]
e-mail: [e-mail]
www.wasatch-environmental.com

PROPOSED WORK PLAN AND BUDGET
INSTALLATION OF ONE GROUNDWATER MONITORING WELL AND GROUNDWATER
MONITORING ACTIVITIES
AMERICAN FOOD MART
1605 SOUTH FOOTHILL DRIVE
SALT LAKE CITY, UTAH

Work Plan No. NFS - 14

February 5, 20225

Prepared for:

Mr. John Sawyer
TP Lamplighter, LC
1165 East Wilmington Avenue, Suite 275
Salt Lake City, Utah 84106

Prepared by:
Wasatch Environmental, Inc.
2410 West California Avenue
Salt Lake City, Utah 84104

Proposed Work Plan –Installation of One Groundwater Monitoring Well and Groundwater Monitoring
Activities, American Food Mart

Wasatch Environmental, Inc. Table of Contents
Page i

TABLE OF CONTENTS

Section Page No.
1. INTRODUCTION .............................................................................................................................. 1
2. SCOPE OF SERVICES ................................................................................................................... 1
2.1 Task 1 - Work Plan Preparation and Project Management ................................................. 1
2.2 Task 2 – Monitoring Well Installation and Groundwater Monitoring ................................... 2
2.3 Task 3 - Report Preparation ................................................................................................ 2
3. DELIVERABLES .............................................................................................................................. 3
4. PERSONNEL ................................................................................................................................... 3
5. SUBCONTRACTORS ...................................................................................................................... 3
6. EXCEPTIONS TO WORK PLAN, ANTICIPATED PROBLEMS, OR SPECIAL REQUIREMENTS 3
7. CONFLICT OF INTEREST .............................................................................................................. 3
8. COST ESTIMATE ............................................................................................................................ 4

ATTACHMENTS

Table 1 - Proposed Cost Estimate

Figure 1 – Proposed Monitoring Well and Existing Well Location Map

Proposed Work Plan –Installation of One Groundwater Monitoring Well and Groundwater Monitoring
Activities, American Food Mart

Wasatch Environmental, Inc. Page 1
PROPOSED WORK PLAN AND BUDGET
INSTALLATION OF ONE GROUNDWATER MONITORING WELL AND GROUNDWATER
MONITORING ACTIVITIES
AMERICAN FOOD MART
1605 SOUTH FOOTHILL DRIVE
SALT LAKE CITY, UTAH

1. INTRODUCTION

On behalf of TP Lamplighter, LC, Wasatch Environmental, Inc., (Wasatch) has prepared this Work Plan
and Budget to install one groundwater monitoring well and complete groundwater monitoring activities to
evaluate the current petroleum hydrocarbon impacts at the American Food Mart release site (see Figure
1). This is the dispenser where a release of petroleum hydrocarbons was identified in soil at a depth of
14.5 feet during drilling and sampling activities on January 5, 2015. The release was reported to the Utah
Division of Environmental Response and Remediation (DERR) on January 23, 2015, when the analytical
results were received, and the facility was assigned a release identification of NFS. Soil excavation and
off-site disposal and injections of PetroFix into the groundwater were previously completed at the site as
part of the Corrective Action Plan approved by the DERR.

A detailed cost breakdown is given in Table 1 for the following tasks:

• Task 1 – Work Plan Preparation and Project Management
• Task 2 – Sonic Drilling, Monitoring Well Installation, and Groundwater Sample Collection
• Task 3 – Report Preparation

2. SCOPE OF SERVICES

The scope of services detailed below provides information regarding tasks required to drill into bedrock at
one location within the source area of the release site to a depth estimated to be 130 feet below ground
surface (bgs), and install a groundwater monitoring well at this location. As requested by DERR, the
proposed well location (shown on Figure 1) will be located in the source area to evaluate if rebound is
occurring after the completion of the groundwater remediation activities at the site

The monitoring well would be developed and groundwater monitoring activities would be completed and
the groundwater samples would be submitted to an analytical laboratory for analysis of petroleum
hydrocarbons. All sampling activities described herein would be completed by Utah-certified Soil and
Groundwater Samplers under the direction of a Utah-certified UST Consultant. Additionally, a
professional surveyor would survey the top of casing elevations (measuring points) of the new monitoring
well to allow calculation of groundwater flow direction during future sampling events, if required.
2.1 Task 1 - Work Plan Preparation and Project Management

The first task associated with the proposed work at American Food Mart is as follows:

• preparation of this work plan and associated budget,
• approval of the well by the Utah Division of Water Rights (drilling start cards),
• completion of access agreements,
• Blue Stakes and private utility locating,
• preparation of a traffic control plan (if required),
• preparation of waste disposal documents,
Proposed Work Plan –Installation of One Groundwater Monitoring Well and Groundwater Monitoring
Activities, American Food Mart

Wasatch Environmental, Inc. Page 2
• obtaining Salt Lake City Traffic Control and Permit to Work in the Public Way permits (if required),
and
• project management.
2.2 Task 2 – Monitoring Well Installation and Groundwater Monitoring

One boring would be advance at the location shown in Figure 1. Sonic drilling methods would be used to
advance an approximately 6-inch diameter boring in the bedrock. The drill cuttings produced during
Sonic drilling would be screened in the field with a photoionization detector (PID). The PID is utilized to
identify soils which may have been impacted by volatile organic compounds (VOCs) such as those found
in petroleum fuels. No samples of the bedrock or drill cuttings would be collected during boring
advancement.

At a depth where the groundwater table is encountered (identified by dry drilling cuttings changing to
moist or wet drilling cuttings), the boring would be extended an additional depth of 12 to 14 feet and a
monitoring well would be installed through the outer casing.

The monitoring well would be constructed of 2-inch inside diameter polyvinyl chloride, schedule 40 casing
with 20 feet of 0.010-inch sized screen, a sand pack of 10/20 silica sand extending 4 feet above the top of
the screen and a 4-foot thick bentonite seal. Grout would be emplaced from the bentonite seal to the
surface. Casing centralizers would be used every 20 feet. Well completion would be a flush-mounted,
traffic-rated manhole and watertight expanding cap with lock. Wasatch assumes that the depth to
groundwater will be between 110 and 115 feet bgs, and total well depths may extend as deep as 130
feet bgs.

Wasatch would containerize the drill cuttings in drums or a roll-off bin and leave the drums or roll-off bin at
the American Food Mart site, sample the contents, and submit a Class 7 Waste Profile to E.T.
Technologies for acceptance into their Soil Regeneration Facility. Alternately, Wasatch would pursue
approval to dispose of the soil at the Salt Lake County Landfill if acceptable.

After the construction of the new monitoring well, Wasatch will supervise the professional surveying of the
top-of-casing (TOCs) for the monitoring well. The TOC will be surveyed to within the nearest 0.01 foot.
Additionally, the monitoring well will be surveyed to obtain accurate northing and easting measurements.

After allowing at least 24 hours for the well grout to cure, the monitoring well would be developed by over-
pumping to remove fine sediment. After 72 hours and when the groundwater elevation in the well has
recovered to within 90% of its initial elevation, a groundwater sample would be collected from the existing
and new monitoring wells using a HydraSleeve sampling techniques.

Wasatch will collect two rounds of quarterly groundwater samples from the new monitoring well using
HydraSleeve sampling techniques. One initial trip would be required to the site to install the first round of
HydraSleeve samplers in the monitoring well. The groundwater samples would immediately be
transferred to laboratory-supplied sample jars, labeled with time, date, sample identification and
requested laboratory analysis, placed in an iced cooler and hand-delivered under chain-of-custody
protocol to Chemtech-Ford Laboratories (CF), a Utah-certified laboratory, for analysis of total petroleum
hydrocarbons as diesel-range organics (TPH-DRO) using United States Environmental Protection Agency
(U.S. EPA) Method 8015D with silica gel treatment and methyl tertiary -butyl ether, benzene, toluene,
ethylbenzene, total xylenes, naphthalene (MBTEXN)/total petroleum hydrocarbons as gasoline-range
organics (TPH-GRO) using U.S. EPA Method 8260D.

Purge water would be discharged to the ground surface adjacent to each monitoring well.
2.3 Task 3 - Report Preparation

Wasatch would prepare a report detailing field activities and procedures, summarizing results of the
Proposed Work Plan –Installation of One Groundwater Monitoring Well and Groundwater Monitoring
Activities, American Food Mart

Wasatch Environmental, Inc. Page 3
groundwater sample chemical analysis, and providing interpretation of the collected data. The report
would draw conclusions and provide recommendations based on the new data.

3. DELIVERABLES

The anticipated deliverables identified in this proposed Work Plan include the following:

• Payment vouchers with backup documentation.
• One report detailing the results of the investigation.

4. PERSONNEL

The key Wasatch personnel for this proposed Work Plan are as follows:

• Utah Certified UST Consultant: Blake B. Downey, P.G.
• Utah Certified UST Consultant: Michael Cronin, P.G.
• Utah Certified UST Consultant: Chris Nolan, P.G.
• Principal Environmental Manager: Julie Kilgore.
• Staff Geologist/Certified Soil and Groundwater Sampler: Anna Fiorini.
• Staff Geologist/Certified Soil and Groundwater Sampler: Jake Scott.
• Staff Geologist/Certified Soil and Groundwater Sampler: Ryan Panasy.
• Staff Geologist/Certified Soil and Groundwater Sampler: Rachel Kubina.

5. SUBCONTRACTORS

The subcontractors for the proposed work are as follows:

• Drilling Services: ConeTec.
• State Certified Laboratory Services: Chemtech-Ford Laboratories.
• Drill Cutting Disposal Services: E.T. Technologies or Salt Lake County Landfill.
• Well Surveying: Robinson, Biehn & Biehn.

6. EXCEPTIONS TO WORK PLAN, ANTICIPATED PROBLEMS, OR SPECIAL REQUIREMENTS

Wasatch makes no exceptions to this proposed Work Plan. In the event significant resistance or
problems arise during the completion of the work proposed herein, Wasatch would communicate with the
DERR to evaluate alternative courses of action.

7. CONFLICT OF INTEREST

Based on Wasatch’s present knowledge of the site location and conditions, no personal or corporate
conflict of interest has been identified for the performance of the scope of services described in this
proposed Work Plan. Wasatch would contact the DERR immediately if any potential conflicts of interest
are identified during the performance of this proposed Work Plan.

Proposed Work Plan –Installation of One Groundwater Monitoring Well and Groundwater Monitoring
Activities, American Food Mart

Wasatch Environmental, Inc. Page 4
8. COST ESTIMATE

The estimated cost to complete the work described in this Work Plan is presented in Table 1. The
proposed budget would require adjustment if the scope of services identified herein is modified or the
assumptions prove incorrect. The largest variable is the depth to groundwater. For the purpose of this
cost estimate, we assumed a well depth of up to 130 feet. A much deeper depth to groundwater would
result in higher drilling, well installation, and sampling costs. Conversely (and most likely), if depth to
groundwater is shallower a lower cost would result.

Wasatch would not perform activities outside the scope of services described in this proposed Work Plan
without prior approval.

DATE: January 23, 2025PROJECT NO.: 2077-001PEnvironmental Science and Engineering
Scale: 1-inch equals
approximately 144 feet
Monitoring Well Location
1700 South
F
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D
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Tex
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Proposed Monitoring Well and Existing Well Location Map
American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah
Approximate Release Site
Property Boundary
MW-1
MW-3
MW-2
FIGURE 1
LEGEND
MW-4MW-5
MW-6
MW-8
MW-7
MW-10
Skyline Drive
Logan Way
Fo
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C
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MW-9
Proposed Monitoring Well Location
Abandoned Monitoring Well Location
MW-10
TABLE 1
Project:Project No.:BD
Phase:Well Installation and Sampling - Work Plan NSF-14 Date:Check By:MC
Units Cost Units Cost Units Cost
Task-1 Work Plan Preparation and Project Management
P101 Senior Geologist - Utah Certified Consultant (work plan and bid requests)hours 8 163.00$ 1,304.00$
P101
Senior Geologist - Utah Certified Consultant (project management and city
permitting if required)hours 8 163.00$ 1,304.00$
P100 Principal Engineer (review)hours 1 181.00$ 181.00$
P104 Staff Geologist (Health and Safety Plan)hours 1.75 112.00$ 196.00$
P107 Drafter II hours 1 90.00$ 90.00$
P109 Administrative Assistant hours 2 66.00$ 132.00$
P108 PST Claims Specialist hours 3 90.00$ 270.00$
Mileage miles 80 0.80$ 64.00$
Subtotal 3,477.00$
Task 2 - Sonic Drilling, Monitoirng Well Installation, and Groundwater Monitoring
P104 Staff Geologist - Well Installation/Development hours 30 112.00$ 3,360.00$
P104 Staff Geologist - Certified Soil/Groundwater Sampler for Groundwater Sampling hours 6 112.00$ 672.00$
Mileage miles 280 0.54$ 151.20$
Support Truck day 7 75.00$ 525.00$
Photoionization Detector day 2 90.00$ 180.00$
Disposable Sampling Supplies day 5 25.00$ 125.00$
Protective Gear and Traffic Safety Equipment day 5 25.00$ 125.00$
Drilling Subcontractor (Track-mounted sonic includes IDW Disposal transport)est 1 24,889.73$ 24,889.73$
Well Surveying Contractor est 1 200.00$ 200.00$
ET SRS Disposal Tipping Fees ton 4 28.83$ 115.32$
Development Pump with controler day 1 85.00$ 85.00$
Pump Tubing foot 130 1.00$ 130.00$
Water Level Probe day 5 35.00$ 175.00$
HydraSleeve Samplers (600mL sampler)each 2 31.05$ 62.10$
HydraSleeve Sample Tether Material (2,000 feet)each 1 230.00$ 230.00$
HydraSleeve Sampling Supplies Shipping Costs estimate 1 80.50$ 80.50$
Pump tubing foot 150 1.00$ 150.00$
Laboratory Analysis
Groundwater Samples
MBTEXN and TPH-GRO (8260D) 2 Samples sample 2 65.55$ 131.10$
Diesel TPH-DRO (8015D) 2 Samples sample 2 46.00$ 92.00$
Waste Characterization
ET Industrial Profile Sample (per roll-off bin)sample 1 437.00$ 437.00$
Subtotal 31,915.95$
Task 3-Reporting Prepartaion (includes 2 groundwater sampling events)
P101 Senior Geologist - Utah Certified UST Consultant (report preparation)hours 12 163.00$ 1,956.00$
P104 Staff Geologist - Profile paper work, reporting, and peer review report hours 8 112.00$ 896.00$
P100 Principal Engineer (senior review)hours 1 181.00$ 181.00$
P107 Drafter II (preparation of boring logs and maps)hours 4 90.00$ 360.00$
P109 Administrative Assistant (clerical review and report assembly and distribution)hours 1 66.00$ 66.00$
Subtotal 3,459.00$
38,851.95$
2077-001P
2/5/2025
Estimated By:
EquipmentWork DescriptionLabor Category Total CostUnits
Labor Materials
Total
American Food Mart/Lamplighter Square Facility ID 4000803
2/5/2025 2077-001P New Well and GWS Page 1of 1

2410 WEST CALIFORNIA AVENUE • SALT LAKE CITY, UTAH 84104
PHONE [phone] • FAX [phone]
Website: www.wasatch-environmental.com • e-Mail: [e-mail]
Mr. Tim Stine January 23, 2025
Cascade Drilling Project No. 2077-001P
10644 Sedgwick Way
Parker, Colorado 80134

SUBJECT: Request for Bid - Sonic Drilling and Groundwater Monitoring Well Installation
American Food Mart
1608 South Foothill Drive
Salt Lake City, Utah

Please provide an itemized bid for completing one soil boring up to 130 feet below ground surface (bgs),
to be completed with a groundwater monitoring well using Sonic drilling technology in the general vicinity
of 1608 South Foothill Drive in Salt Lake City, Utah. A cost estimate for drilling and installing the
monitoring well at the depth interval listed above shall be provided.

BACKGROUND

Wasatch Environmental, Inc. (Wasatch), is submitting a work plan and cost estimate to the Utah Division
of Environmental Response and Remediation to install one groundwater monitoring well to monitor a
petroleum release. Wasatch is proposing installing one (bedrock) groundwater monitoring well to
evaluate the current petroleum hydrocarbon-impacts to groundwater on-site. Please see the attached
boring log that lists past boring lithologies and a math that depicts the proposed boring location.
Wasatch will be logging, field screening, and possibly sampling the soil during the drilling activities. The
drilling contractor shall supply continuous soil cores during drilling to facilitate logging, field screening, and
possible sampling.

Wasatch will provide a site-specific health and safety plan. The drilling contractor may also provide their
own health and safety plan. Wasatch will also be responsible for obtaining an access agreement (if
required) for legal access to the drilling sites.

SCOPE OF SERVICES

The following scope of services is to be performed by the drilling contractor. The drilling contractor is
responsible for providing all equipment, materials, and labor required to complete the scope of services
as described.

1. Mobilization and Demobilization

The drilling contractor shall include the cost for mobilization of all necessary equipment, materials,
and laborers to the job site; and demobilization of the same from the job site.

2. Utility Clearance and Permits

Wasatch will submit a Blue Stake utility locate request within one week prior to the start of work.
Wasatch will forward the locate request information to the drilling contractor by email. The drilling
contractor shall complete their own locate request upon receipt of the information from Wasatch, and
complete the locate request no later than two full business days prior to the start of work.

Wasatch Environmental Inc.
Page 2
3. Start Cards

Wasatch will obtain start cards for drilling the monitoring well. Start cards will be completed by the
drilling contractor’s Utah-licensed well driller and submitted along with well driller’s reports to the Utah
Division of Water Rights. A copy of the completed start cards and well driller’s reports will also be
provided to Wasatch.

4. Sonic Boring and Construction of the Groundwater Monitoring Wells

The objective of the work is to complete one Sonic boring up to a depth of 130 on-site, and to
complete the boring with a groundwater monitoring well. Boring diameter shall be not less than 6
inches. The majority of the drilling will be through bedrock material.

The groundwater monitoring well shall be constructed of 2-inch inside diameter, schedule 40,
polyvinylchloride (PVC) casing and 20 feet of well screen. A flat threaded end cap shall be installed
at the bottom of the well. A lockable well cap shall be installed on the top of the well casing. The
monitoring well will have a 20-foot section of 0.010-inch slotted well screen installed at the bottom of
the well. Blank well casing shall be installed from the top of the well screen to approximately 0.5 feet
below ground surface.

The annulus of the monitoring well shall be filled with 10-20 Colorado Silica Sand to a depth of 4 feet
above the top of the well screen. A four-foot bentonite seal shall be placed above the top of the sand
filter pack material. The bentonite seals shall be hydrated with approximately two gallons of water per
foot of bentonite. The annulus will then be filled neat cement/bentonite grout to a depth of
approximately 1-foot bgs.

5. Surface Completion of Well and Patching Asphalt Pavement

The contractor shall install two flush-mounted (traffic rated) 12-inch steel well vaults set in concrete.
The well locations are paved, the drilling subcontractor shall construct a concrete pad , measuring
approximately 2 feet x 2 feet x 3 inches thick, in which the well vault will be set.

6. Well Development

Wasatch will develop the monitoring wells upon well construction completion.

7. Management of Investigation Derived Waste and Site Cleanup

Contractor shall properly manage the waste generated during drilling, including soil cuttings. The
drilling contractor shall be responsible for the management of on-site containment of soil which is
expected to be impacted with petroleum hydrocarbons. Cuttings will be placed within a roll-off bin
(provided by the drilling contractor) after Wasatch has logged each core. The Contractor will be
required to transport the cuttings to the Salt Lake County Landfill or the ET Technologies site located
in Salt Lake County, to be determined by Wasatch. Disposal fees for the soil cuttings will be paid by
Wasatch. Contractor shall be responsible for properly disposing of any waste (excluding soil cuttings)
they generate and leaving the workspace in a clean condition upon their depart ure from the site.

8. Decontamination of Equipment

The work will be conducted in an area expected to be uncontaminated, or at worst minimally
contaminated. The contractor shall start work with clean, decontaminated equipment, and perform
decontamination between borings.

Wasatch Environmental Inc.
Page 3
9. Report Preparation

A basic driller’s field report documenting the boring and monitoring well construction shall be
prepared by the drilling contractor and submitted to Wasatch upon completion of the field work.

10. Downtime and Delays

The contractor may be back charged for Wasatch’s on-site labor and project management time
associated with downtime other than downtime resulting from force majeure. The work is expected to
be completed in an uninterrupted sequence of consecutive workdays excluding weekends, national
holidays, and force majeure (weather delays, etc.). Contractor shall be back-charged a penalty of
$1000.00 per day for extended delays or interruptions of work other than delays or interruptions due
to force majeure.

BIDS

The work is to be performed on a time and materials basis and billed by the drilling contractor using the
unit rates provided in the contractor’s bid. Please submit your quote no later than 5:00 PM Mountain
Time, January 29, 2025. Late bids will not be accepted. The bids shall be valid for a period of no less
than 120 days.

Please send bids to:

Blake Downey, P.G.
Project Hydrogeologist
Wasatch Environmental
2410 West California Avenue
Salt Lake City, Utah 84014

[e-mail]

PERIOD OF PERFORMANCE

The work is expected to begin within 30 days of DERR approval, exact dates are to be determined and
will be agreed upon by both the drilling contractor and Wasatch.

Should you have any questions, please do not hesitate to contact us by telephone at [phone] or
by email at [e-mail].

Sincerely,

WASATCH ENVIRONMENTAL, INC.

Blake Downey, P.G.
Vice President and Senior Project Hydrogeologist
DATE: January 23, 2025PROJECT NO.: 2077-001PEnvironmental Science and Engineering
Scale: 1-inch equals
approximately 144 feet
Monitoring Well Location
1700 South
F
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D
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Tex
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S
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Proposed Monitoring Well and Existing Well Location Map
American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah
Approximate Release Site
Property Boundary
MW-1
MW-3
MW-2
FIGURE 1
LEGEND
MW-4MW-5
MW-6
MW-8
MW-7
MW-10
Skyline Drive
Logan Way
Fo
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C
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MW-9
Proposed Monitoring Well Location
Abandoned Monitoring Well Location
MW-10
1
2
3
4
5
65
70
75
80
85
90
95
100
105
110
115
120
125
130
DATE DRILLED:
LOGGED BY:
REFERENCE ELEVATION:
DRILL RIG:
TOTAL DEPTH:
DEPTH TO GROUNDWATER:
DESCRIPTION AND CLASSIFICATION
Soil
Type Consist.De
p
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(
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Bl
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Temporary Well
Construction
WELL LOG
BORING NO.:PROJECT NO.:Environmental Science and Engineering
8”-Vault Box
Cement
Bentonite Chips
105’ to 100’
0.010 slot
PVC Screen
130’ to 110’
Silica Sand
(10/20)
130’ to 105’
PVC Foot
130’ to 130.25’
Well
Construction
Chris Nolan, P.G.
MW-1
Mobile B-80 ODEX/Downhole Hammer
130’
114’
American Food Mart
1605 South Foothill Drive
Salt Lake City, Utah 84108
2077-001B
December 8, 2015
NA
Change in scale
and 5’ to 60’ not
shown
Bentonite Grout
100’ to 1’
2”-ID PVC Casing
110’ to 0.5’
60
ColorDescription
Soil
Silt (ML) and Sand (SP)
Bedrock Approximately 15’
reddish brown to tan siltstone and sandstone
DATE DRILLED: July 8 - July 13, 2020
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-Mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
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(
f
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)
Sa
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Bl
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F
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(
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Wat
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L
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Well
Construction
WELL LOG
BORING NO.: PROJECT NO.: 2077-001GEnvironmental Science and Engineering
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46
48
50
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
8”
Vault Box
Cement
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
Asphalt
Sandy Silt: fine-grained sand, some small to medium
sub-angular gravel, moist
Brown ML Medium
Dense
Gravelly Sand: fine-grained, small to medium sub-angular
gravel, some silt, some clay, moist
Br. Red SP Medium
Dense
0.0
0.0
0.0
0.0
0.0
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Grey/
Red/
Brown
Sandy Silt: fine to course-grained sand, moist, cohesive ML Medium
Dense
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
MW-4
BORING NO.: MW-4
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
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(
f
e
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t
)
Sa
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p
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e
r
Bl
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F
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(
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Wa
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L
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Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
90
92
94
96
98
100
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
0.0
0.0
0.0
0.0
0.0
DATE DRILLED: July 8 - July 13, 2020
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
Bentonite
Seal
97’-102’
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
BORING NO.: MW-4
DATE DRILLED: July 8 - July 13, 2019
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wa
t
e
r

L
e
v
e
l
Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
102
104
106
108
110
112
114
116
118
120
122
124
126
128
130
132
134
136
138
140
142
144
146
148
150
2” PVC
Casing
1’-106’
SP
0.0
0.0
0.0
Bentonite
Seal
97’-102’
Silica Sand
(10/20)
102’-126’
0.010 slot
PVC Screen
106’-126’
4” PVC Foot
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
Loose/
Medium
Dense/
Dense
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
DATE DRILLED: July 8 - July 13, 2020
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-Mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
BORING NO.: PROJECT NO.: 2077-001GEnvironmental Science and Engineering
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46
48
50
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
8”
Vault Box
Cement
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
Asphalt
Sandy Silt: fine-grained sand, some small to medium
sub-angular gravel, moist
Brown ML Medium
Dense
Sand: fine to course-grained, well graded, some silt,
some small to medium sub-angular gravel, moist
Br. Red SW Medium
Dense
0.0
0.0
0.0
0.0
0.0
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Grey/
Red/
Brown
Sandy Silt: fine to course-grained sand, some sub-angular
gravel, moist, cohesive
ML Medium
Dense
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
MW-5
BORING NO.: MW-5
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wa
t
e
r

L
e
v
e
l
Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
90
92
94
96
98
100
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
0.0
0.0
0.0
0.0
0.0
DATE DRILLED: July 8 - July 13, 2020
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
Bentonite
Seal
97’-102’
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
BORING NO.: MW-5
DATE DRILLED: July 8 - July 13, 2019
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wa
t
e
r

L
e
v
e
l
Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
102
104
106
108
110
112
114
116
118
120
122
124
126
128
130
132
134
136
138
140
142
144
146
148
150
2” PVC
Casing
1’-106’
SP
0.0
0.0
0.0
Bentonite
Seal
97’-102’
Silica Sand
(10/20)
102’-126’
0.010 slot
PVC Screen
106’-126’
4” PVC Foot
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
Loose/
Medium
Dense/
Dense
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
DATE DRILLED: July 8 - July 13, 2020
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-Mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
BORING NO.: PROJECT NO.: 2077-001GEnvironmental Science and Engineering
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46
48
50
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
8”
Vault Box
Cement
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
Asphalt
SW Medium
Dense
0.0
0.0
0.0
0.0
0.0
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Red/
Tan
ML Medium
Dense
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
Gravelly Sand: fine to course-grained sand, small to medium
sub-angular gravel, some silt, some clay, moist
Br. Red
Sandy Silt: fine-grained sand, some small to medium
sub-angular gravel, moist
MW-6
BORING NO.: MW-6
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wa
t
e
r

L
e
v
e
l
Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
90
92
94
96
98
100
Bentonite
Grout
1’-97’
2” PVC
Casing
1’-106’
0.0
0.0
0.0
0.0
0.0
DATE DRILLED: July 8 - July 13, 2020
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
SP Loose/
Medium
Dense/
Dense
Bentonite
Seal
97’-102’
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
BORING NO.: MW-6
DATE DRILLED: July 8 - July 13, 2019
LOGGED BY: Kiel Keller
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Track-mounted Sonic Rig
TOTAL DEPTH: 126’
DEPTH TO GROUNDWATER: 112’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
PI
D

(
p
p
m
)
Wa
t
e
r

L
e
v
e
l
Well
Construction
WELL LOG
PROJECT NO.: 2077-001GEnvironmental Science and Engineering
102
104
106
108
110
112
114
116
118
120
122
124
126
128
130
132
134
136
138
140
142
144
146
148
150
2” PVC
Casing
1’-106’
SP
0.0
0.0
0.0
Bentonite
Seal
97’-102’
Silica Sand
(10/20)
102’-126’
0.010 slot
PVC Screen
106’-126’
4” PVC Foot
Sandstone: composed of very fine-grained sand, cuttings range
from dis-aggregated to cohesive, some pieces have weathered
quartzite-like appearance, lamellar coloration bands interpreted
as cross-bedding, sporadic organic-rich thin layers pulverized
to grey powder in cuttings, saturated at ~112’
Yellow/
Buff/
Red
Loose/
Medium
Dense/
Dense
American Food Mart
1605 Foothill Drive
Salt Lake City, Utah
Revised Price Quotation
Contact:Blake Downey Quote No.:O-25-60-24978
Firm:Wasatch Environmental Revision No.:2
Address:2410 West California Avenue
Salt Lake City, UT 84104
Telephone:[phone] Cell:[phone]
E-mail:[e-mail]
Date:February 5, 2025
Site:1608 South Foothill Drive, Salt Lake Cit, Utah
PROJECT SCOPE
The following outlines our understanding of the scope of work for this investigation:
● Drill one (1) boring to a depth of 130 ft using standard sonic drilling techniques.
● Collect continuous sonic core samples as the boring is advanced. Core samples will be put in plastic bags and laid out for logging.
● It is understood that the location will be accessible to a truck mounted drill rig and support units with no overhead restrictions.
● The boring will be completed with a 2" diameter monitoring well with 20 ft of Sch 40 PVC Screen, followed by riser to the
surface. The borehole annulus will be backfilled with 10-20 silica sand to 4 ft above the top of the screen followed by a 4 ft
of bentonite seal, followed by bentonite cement grout to the surface.
● The well will be set in a 12 inch flush mount well cover inside a 2 x 2 by 3 inch thick concrete pad.
● The well will need Centralizers every 20 ft clear to the top.
● The well will be developed by the client and all waste will be handle by the client as well.
● The waste will be put into a lined roll off bin that Conmetec Will provide and have hauled off.
PROJECT COSTS
Rate Unit Est. Qty.
450.00$ Hr.3
200.00$ Hr.2
Drilling and Sampling 625.00$ Hr.15
Drill Rig Standby 550.00$ Hr.0
Sonic Support Unit 550.00$ Day 2
Support Truck 275.00$ Day 2
Grout Plant 175.00$ Day 2
6" Casing Wear Charge 16.50$ Ft.130
Bentonite Chips ( 50# Bag)25.00$ Ea.4
Portland Cement (47# Bag)35.00$ Ea.14
Bentonite Grout (50# Bag)40.00$ Ea.3
10-20 Silica Sand (50# Bag)30.00$ Ea.22
2"x10' Sch 40 PVC Well Screen 92.50$ Ea.2
2"x10' Sch 40 PVC Well Riser 72.50$ Ea.11
Centralizers 68.50$ Ea.5
2" Treaded End Cap 25.00$ Ea.1
2" Locking Top Cap 25.00$ Ea.1
12" Flush Mount Well Cover 139.50$ Ea.1
Concrete Ready Mix (80# Bag)25.00$ Ea.2
55 gallon Drums 185.00$ Ea.0
Permits, Bonds and Traffic Control 3,500.00$ Cost+25%0
Rolloff Bin and Disposal 5,500.00$ LS 1
5% Fuel Surcharge:
Estimated Drilling Total:
Estimated Sub-Total:
660.00$
2,145.00$
The following tables outline our unit pricing for the proposed scope of work, as outlined above.
Daily Crew Travel To/From Site
Truck Mounted Sonic Rig
Item Est. Total
400.00$
9,375.00$
550.00$
185.00$
490.00$
120.00$
Mob/Demob Drill Rig 1,350.00$
350.00$
-$
24,889.73$
1,185.23$
23,704.50$
25.00$
25.00$
50.00$
5,500.00$
-$
-$
139.50$
100.00$
797.50$
1,100.00$
342.50$
3750 West 500 South
Salt Lake City, UT 84104
Tel: [phone]
Fax: [phone]
Email: [e-mail]
Quotation valid for 90 days. ConeTec reserves the right to renegotiate prices if there is a decrease in units that results in a
reduction in the total invoice by more than 25%.
Wasatch Environmental Quote No.: O-25-60-24978-Rev-2
February 5, 2025 Page 2 of 2
Please note the following:
● Site access and location staking will be provided by the client.
● The client is responsible for calling in all utility locates and providing complete tickets for ConeTec to duplicate a minimum of 5
working days prior to mobilization.
● ConeTec will perform CPT/drilling at the locations as marked by the client where it is safe and possible for rig setup.
● Any CPT/boring locations within 10 feet of any marked utilities may require pre-clearance of the CPT/boring location. The method of
pre-clearance will depend upon the type and size of the utility. Additional charges may apply for pre-clearance of the utilities.
ConeTec will not be responsible for damages or repairs to any miss-marked or unmarked utilities.
● This price quote was created for non-prevailing wage rates. If prevailing wages are required, additional charges will apply.
● It assumed that the site is free of contamination or other environmental hazards and that level D PPE (safety-toed boots, gloves,
hard hat and safety glasses) is sufficient. Additional charges will apply for additional PPE, gas monitoring or other safety equipment.
● This price quote represents our best estimate based on information provided. The invoice will be based on actual time, material and
quantities required to complete the scope of work.
Quotation valid for 90 days. ConeTec reserves the right to renegotiate prices if there is a decrease in units that results in a
reduction in the total invoice by more than 25%.
V1.0 January 2024
Page 1 of 3 Initials .
Standard Terms and Conditions – Site Investigation Services
ConeTec, Inc.’s (“ConeTec”) Price Quotation or Proposal (the “Proposal”) is subject to the following terms and conditions
(the “Agreement”) and, by accepting the Agreement or any part thereof, the Customer agrees to and accepts them
without reservation. ConeTec and Customer are referred as the Parties.
1.AGREEMENT
This Agreement constitutes the entire agreement between ConeTec and the Customer and supersedes any
previous agreements in connection with this Agreement whether oral or in writing. No waiver or change in the
terms and conditions contained in this Agreement shall be binding on ConeTec unless specifically agreed to by
both Parties in writing.
Notwithstanding the foregoing, if ConeTec has entered into a separate and formal subcontract (“Subcontract”)
or other agreement, such as a Master Services Agreement (“MSA”), with the Customer applying to the Proposal
of this Agreement, and the terms of such Subcontract or MSA differ from those contained herein, the terms of
such Subcontract or MSA shall prevail.
All terms and conditions listed within the Proposal, Work Order, Task Order or Purchase Order (PO) will also
prevail in regards to contradictory or inconsistent terms listed in other contract documents (including an MSA).
It will be understood that the Customer has accepted the terms and conditions listed when entering into any
agreement or contract with ConeTec.
2.PROVISION OF WORK
If, in the reasonable opinion of ConeTec, the Work:
Will not be completed by the date or dates specified, or,
An unforeseen change in site or ground conditions result in a significant change in the volume of work, or
equipment required,
ConeTec may, at its option, advise the Customer and request a Change Order or PO extension (refer also to Term 9
CHANGES below). Otherwise ConeTec will make every effort to expedite the Work including the utilization of additional
shifts and equipment or by subcontracting portions of the Work, with these costs being invoiced to the Customer as
outlined in the Proposal, or as notified to the Customer.
3.DOCUMENTATION
ConeTec shall complete a Field Summary Sheet(s) for the Work. Field Summary Sheets describe work activities including
(not all inclusive): times and durations of tasks, tests completed, holes drilled, equipment utilized and personnel on site.
The Field Summary Sheet(s) can be provided daily to the Customer, or can accompany each invoice to the Customer as
supporting documentation, upon request. An example Field Summary Sheet is available upon request.
4.WAIVER
The Customer waives any right it may have against ConeTec for:
Ensuring the clearance of all underground services. It is the responsibility of the Customer to perform private
utility checks and clearances and provide direction where to start each hole in order to avoid disturbance of a
utility. ConeTec will request proof that such utility clearance(s) have occurred. ConeTec will not be responsible
for any damage done to any underground utilities, services, structures, etc .
Pollution of any kind encountered or generated on site and for any cross-contamination issues related to our
services.
Obtaining any permits related to the scope of work. Unless specifically and mutually agreed to between
ConeTec and the Customer, ConeTec assumes no responsibility for obtaining permits required to begin work.
5.INVOICING
All invoices submitted by ConeTec to the Customer pursuant to the terms of this Agreement may include the following:
Total hours or feet drilled/pushed for labor and equipment.
Consumable materials and supplies provided.
V1.0 January 2024
Page 2 of 3 Initials .
Subcontracted services (typically at cost +15%, unless otherwise mutually agreed upon by the Parties).
Supporting documentation (upon request).
Work Agreement number, PO number or otherwise, if provided and required by Customer.
Unless a Lump Sum quotation is provided, the invoice shall be based on the actual production units involved,
not on the estimate or quote within the Proposal. The invoiced amount may therefore be lower or higher than
the estimate.
Should the total invoiced amount not be permitted to exceed the value of this Agreement without a pre-
approved change (Change Order, PO extension, or otherwise), ConeTec will rely on the Customer to advise on
this requirement. ConeTec will make every effort to advise the Customer of cost overruns in advance of this
occurring or the actual invoice submission.
ConeTec shall be reimbursed by the Customer for all downhole equipment that is lost or broken under
conditions that are, in the opinion of ConeTec, outside of ConeTec’s reasonable control or understanding .
ConeTec reserves the right to renegotiate prices if there i s a decrease in actual production units resulting in a
reduction in chargeable costs by more than 25%
6.PAYMENTS
Invoice payments will be due within 30 days of the invoice date. Credit will not be extended beyond 30 days.
If there is a dispute over the invoiced amount, the Customer shall notify ConeTec immediately and no later than
7 days after receipt of the invoice.
100% mobilization/demobilization costs may be required to be paid prior to project commencement.
Unless otherwise specified by ConeTec, Proposals are valid for a period of 60 days.
For special conditions or extraordinary circumstances, ConeTec may, at the request of the Customer, negotiate
extraordinary terms of payment.
7.RIGHT OF SET-OFF
ConeTec may, at its option, set-off any amounts otherwise due from the Customer to ConeTec under this Agreement
against any amounts or liabilities that are due from ConeTec to the Customer.
8.ASSIGNMENT
ConeTec will not assign or further subcontract the Work, either in whole or in part, without the prior written consent by
the Customer.
9.CHANGES
If ConeTec becomes aware of a Change for which it has not received notice of by the Customer, ConeTec will
provide notice to the Customer before proceeding with the changed Work, unless such change of Work if not
performed immediately will cause unnecessary delays and additional costs to the Work.
Otherwise any adjustment to the estimated price within the Proposal resulting from a Change shall be agreed to
in writing by the Parties.
Should the Customer fail to notify ConeTec within 24 hours of becoming aware of a change in the Work, it shall
not be entitled to make any claim or to any adjustment to the Work schedule in relation to that change.
10.INDEMNITY AND LIABILITY
Customer will indemnify and save harmless ConeTec and their employees, agents, representatives, servants,
volunteers, directors, officers, subsidiaries, parent companies, affiliated or related organizations, from any loss,
injury or damage including consequential loss arising from Customer’s performance or non-performance of this
Agreement to the extent caused, or contributed to by Customer or those for whom it is in law responsible.
ConeTec will indemnify and save harmless the Customer and their employees, agents, representatives, servants,
volunteers, directors, officers, subsidiaries, parent companies, affiliated or related organizations, from any loss,
injury or damage including consequential loss arising from ConeTec’s performance of this Agreement to the
extent caused, or contributed to by ConeTec or those for whom it is in law responsible.
ConeTec will assume no liability for any loss of profits, loss of use, or any other indirect or consequential
damages arising out of or related to our site investigation services or data reporting.
V1.0 January 2024
Page 3 of 3 Initials .
11.INSURANCE
ConeTec’s liability, however determined, shall be limited to the amounts of its insurance in force at the time of any loss.
Additional insurance, if necessary and requested by the Customer, can be secured at additional cost and expense to the
Customer.
12.HEALTH, SAFETY AND ENVIRONMENT
Prior to commencement of the project, the Customer shall notify ConeTec of any occupational health and safety issues
relating to the site where the work will take place.
13.AVAILABILITY
All Proposals are subject to the availability of ConeTec’s personnel and equipment at the time of award.
14.REPORTING
The report prepared by ConeTec is for a specific site and project subject to specific objectives, site conditions
and criteria provided to ConeTec by the Customer. The output may not be relied upon by any other party or for
any other site without the express written permission of ConeTec or any of its affiliates. ConeTec prepares
factual data reports and geotechnical parameter calculations consistent with current best practices. No other
warranty, expressed or implied, is made.
Upon request and as required, ConeTec may release draft quality field data and/or plots to Customer. ConeTec
does not recommend the use of the draft data for Customer’s final analysis, design or engineering decisions.
ConeTec will only release final data after internal processing and review procedures.
ConeTec’s reports may contain GPS coordinates acquired from various types of GPS equipment . These
coordinates are approximate locations and should not be used for design purposes.
15.TIME OF ESSENCE
Time is of the essence for this Agreement.
16.GOVERNING CONDITIONS
The Work shall be governed by and interpreted in accordance with the laws of the jurisdiction in which this Agreement
originated. ConeTec and the Customer agree to comply at its sole cost with every law, regulation or ordinance, whether
Federal, State or Municipal, applicable to the services and goods required for provision of Work ca lled for under this
Agreement.
17.COMPLIANCE
The Work called for in this Agreement shall comply with all applicable codes, standards and/or regulations of the
governing inspection authorities at the place of Work.
18.DISPUTE RESOLUTION
In the event a dispute between ConeTec and the Customer as to their respective rights and obligations under this
Agreement cannot be resolved by negotiation and/or mediation , the dispute shall be referred to and finally resolved by
an accredited arbitrator nearest to the project who has expertise in reviewing the dispute, provided the mediator is not
in any way financially, or otherwise, interested in the business of any the Parties or the Client. The dispute shall be
resolved within 21 days from the date of notice of the dispute, or a longer period as agreed to by both Parties.
19.TERMINATION FOR CONVENIENCE
Upon five (5) days written notice to the Customer, ConeTec may, without cause or prejudice to any other right or remedy
of ConeTec, elect to terminate this Agreement in whole or in part.
PROJECT NAME & LOCATION: ____________________________________________________ DATE: ________________
CONETEC INC. CUSTOMER
Per:_________________________________________ Per:__________________________________________
Blake Downey 1/25/2025
2410 W California Ave 198593
Salt Lake City, UT 84104
Sonic Monitoring Well - American Food Mart
Blake Downey 1605 South Foothill Dr
[e-mail] Salt Lake City
UT
Cascade Rep Contact Information
Scope of Work
Quantity Unit Sales Price Subtotal
1 Lump Sum 1,250.00$ 1,250.00$
UT Well Logs (Wells 30-feet and Deeper)1 Each 125.00$ 125.00$
3 Day 5,250.00$ 15,750.00$
Boring Abandonment Feet 12.50$ -$
2 inch Schd 40 PVC Well Installation-20 feet of Screen 130 Feet 25.00$ 3,250.00$
12 inch Manhole Well Cover/Materials/Installation 1 Each 425.00$ 425.00$
55 Gallon Reconditioned DOT Drum 6 Each 160.00$ 960.00$
Skid Steer (One Day Delivery/Pickup)4 Day 750.00$ 3,000.00$
Vac Truck with Operator Day 3,250.00$ -$
IDW Transport (Shop to Shop)3 Hour 325.00$ 975.00$
Pre-Tax Total
Tax Percentage
Taxes
Quote Total
Utah: 5718 W AXEL PARK RD, WEST JORDAN UT 84081 ♦ [phone]
$25,735.00
This quote is based on information provided by you and is valid for 45 days from the bid date. Unless previously agreed, Cascade requires a 2-week notice prior to
mobilization. Your firm is responsible for 1) Obtaining any site specific permits, 2) Locating and clearly marking underground installations or utilities, 3) Furnishing dig
Alert numbers at least three working days prior to scheduled start date and proof of private locating services, 4) Obtaining access to site with no overhead wires within
20' of the holes. Cascade Drilling shall not be responsible for damages to underground improvements not clearly and accurately marked. If bedrock, cobbles, flowing
sands or other adverse or unsafe drilling conditions are encountered, drilling may continue on a time and materials basis or be terminated at the discretion of Cascade.
Additional costs may apply if scope is significantly changed. Well development by others may void some or all of Cascade warranties of workmanship and materials.
Prices assume standard labor rates and no work hour restrictions.
Number
Prepared By Trent Castner Email [e-mail]
Description
$25,735.00
Mobilization/Demobilization - Sonic
Sonic Drilling Daily Rate
Account Name Bid Date
Address Quote Number
Quote Revision Date
Bill To Account Project Zip
Project Name
Contact Name Project Address
Email Project City
Phone Project State(435) 760-8269
One (1) 2-inch monitoring well will be installed to 130-feet in depth using a track mounted full powered sonic rig
• The well will be constructed using schedule 40 PVC using 20-feet of 0.010 well screen; centralizers will be placed every 20'. The well seal will be neat cement tremied
on top of a 4-foot hydrated bentonite seal.
• The surface protection will be a 12-inch traffic rated manhole
• The well will be developed by others.
Drill cuttings and decon/development water will be contained in 55-gallon drums and will transported to location determined by Wasatch. Expect reasonable drill rig
access. Well and borings seals that take more than 125%-hole volume, will be sealed on a time and material basis. Assume 7:00AM to 5:30PM work hours and no
prevailing wage requirements.
Blake Downey 1/25/2025
2410 W California Ave 198593
Salt Lake City, UT 84104
Sonic Monitoring Well - American Food Mart
Blake Downey 1605 South Foothill Dr
[e-mail] Salt Lake City
UT
Cascade Rep Contact Information
Number
Prepared By Trent Castner Email [e-mail]
Account Name Bid Date
Address Quote Number
Quote Revision Date
Bill To Account Project Zip
Project Name
Contact Name Project Address
Email Project City
Phone Project State(435) 760-8269
Signature of Authorized Cascade Representative
Name & Title of Authorized Cascade Representative
Date Date
Name & Title of Authorized Representative and Company
Cascade provides management of investigation derived waste. Call us today for information on a full range of additional
options to meet your drilling needs.
Signature of Client/Owner Authorized Representative
Cascade will perform the Work as described in this proposal subject to the terms and conditions posted at https://www.cascade-env.com/resources/other/terms-and-
conditions/ unless MSA is already established between Cascade and Client in which case MSA takes precedence over the aforementioned terms and conditions. By
signing this proposal, Client agrees that this proposal together with the terms and conditions referenced above constitute a Subcontract. Client acknowledges that
Client has received and agrees with all such documents in the form provided by Cascade. Terms and Conditions are posted and accessible at the website location set
forth above.
The Premier Provider of Innovative Drilling and Well Services

Mr. Blake Downey Date:1/30/25
Wasatch Environmental, Inc.Bid #(UT)JT25-7489
2410 West California Avenue
Salt Lake City, UT 84104
Office: 801.972.8400
Cell: 435.760.8269
E-mail: [e-mail]
Subject:
Drilling Services -- American Food Mart, Salt Lake City, UT
Dear Blake:
The following is in response to Wasatch Environmental, Inc. ('Client') provided RFP dated 1/23/25 for the above referenced
project (no addendums).
Scope of Work:
Utilizing a TSi 150CC (Compact-Track Sonic) drill rig, and Pulstar P12 (Well Service) rig:
Drill, install, and develop (1) 2" SCH. 40 PVC groundwater monitoring well to a depth of 130'
(drill 130' total / backfill 0' total / construct 130' total).
Step #1.) 0'-5', Peform borehole clearance (hand auger and/or post hole dig).
Step #2.) 0'-130', Drill 6X7 and/or 4X6 (Sonic) borehole (collect continuous bagged sonic core sample).
Step #3.) 0'-130', Construct 2" well (1-20' screened interval).
Step #4.) Install 12" flush grade well box, with 6" x 36" concrete pad.
*Note: 'Client' to self perform well development.
Proposed Drilling Equipment Package:
Tsi 150CC compact-track mounted drill rig, staffed with 3-man crew
Track-mounted loader / forklift
Semi tractor trailer combo
4X4 Crew truck
Flatbed trailer
Performance Timelines:
Drilling activities; as outlined: +/- (3) shifts
Availability:
TBD at time of notification of intent to contract.
*Note: As of the time of this writing 'YJD' has the necessary resources available to mobilize and begin project activities as
early as the week of 3/2/25.
Project Cost Summary:
See attached.

'YJD' Proposal Assumptions & Conditions:
1.) 'Client' to provide all Local, State, Federal project specific permits.
2.) All drilling locations are to be clear of any and all overhead & subsurface utilities.
3.) All drilling locations are accessible by way of 2-wheel drive truck mounted drilling & related equipment.
4.) An equipped 'Client' arranged/approved nearby water supply source will be made available during all drilling and
related phases of the project; at no cost to 'YJD'.
5.) All drill cuttings /fluids generated will be placed in 'YJD' arranged 20-yard roll-off bin; located within 100' of the
drilling location.
6.) Profiling and disposal of drill cuttings and fluids will be the responsibility of 'Client'.
7.) In the event that down-hole tooling (augers, drill pipe, drill collars, stabilizers, adaptor subs, down-hole hammers,
drill bits..) is lost, and/or damaged in the process of drilling in adverse ground conditions, including low pH environments;
'Client' will reimburse 'YJD' for the replacement of the tooling at current replacement cost + 15% markup.
8.) Schedule/Pricing is based on a single rig operation; utilizing (1) crew, working 11/hour shifts (on-site), working a
5/on (days) - 2/off (days) schedule (M-F, including mob/demob/travel time); or as 'YJD' deems necessary to complete what
it views as critical phases of the project.
9.) Rig standby due to unreadiness of the working locations or 'Client' delays will be billed at the following hourly rates;
150CC ($635).
10.) Project is not subject to Prevailing, Davis Bacon, Union, or TERO labor rates.
11.) If the project encounters difficulties beyond our control or if the scope of work is altered, 'YJD' reserves the right
to renegotiate the price.
12.) Materials; due to the market price fluctuations of steel and petroleum based products; 'YJD' cannot guarantee the
price of the materials required to complete the project beyond a period of 14-days from the date in which the pricing is
provided. In the event that a material price increase occurs; 'YJD' reserves the right to pass on the difference in the form
of a revised proposal, or by using the change order process.
All well casing, screen, and gravel pack materials are non-restockable; and will be billed to 'Client' at the conclusion of
the project regardless of use. The quantities of non-restockable materials will be discussed with 'Client' and agreed upon
prior to placing order.
13.) EIA Fuel Use Market Adjustment; due to the current price fluctuations of petroleum products 'YJD' has based the
provided pricing on the most recent available weekly retail gasoline and diesel prices as reported by the Energy
Information Administration ('EIA' - Official Energy Statistics from the US Government). 'YJD' has used the reported area
average of ($3.82-Gallon) to calculate it's bid; in the event that the cost of fuel increases prior to the start and/or during
the course of the project 'YJD' will invoice for the additional costs on a per-shift basis. The per-shift charge will be based
on the difference of the fuel cost per-gallon at the time of bid; plus 15% mark-up verses the actual cost per-gallon during
the time period in which the project is completed.
*NOTE: The multiplier to calculate the fuel use market adjustment on a per-shift basis is based on the equipment package
utilized; for this bid the per-shift multiplier is based on the fixed amounts as follows; 150CC (75-gallons).
14.) Provided pricing does not include any applicable State and/or Local Taxes. Sales Tax will be charged unless a Sales
Tax Exemption Certificate is provided.
15.) This proposal is valid for (60) days from the date provided.
For new Clients payment terms will be established by 'YJD' based on 'Client' financial history. 'YJD' will utilize information
available through Dun & Bradstreet ('D&B') to make the determination.
For established Clients services rendered will be billed promptly upon completion of work. Terms are net thirty (30) days
unless otherwise agreed in writing in advance. A delinquency charge of 1.5% per month will apply to all past due invoices,
unless a lower rate is required by law. Client agrees to pay all court costs and attorneys fees, should court proceedings
be initiated or attorneys be retained to collect past due amounts.
We at Yellow Jacket Drilling Services thank you for the opportunity to provide this proposal. If you have any questions, or
if we can be of any further assistance please do not hesitate to contact us at [phone]. We look forward to hearing
from you soon.
Sincerely,
Yellow Jacket Drilling Services, LLC
John Truax
John Truax
Executive Vice President
Item Quantity Unit Unit Price Total Price
Project Cost Summary
150CC Drilling Equipment: Mob/Demob 1 LS 23,525.00$ 23,525.00$
150CC Equipment Inspections, Site Training, Meetings..0 HR 635.00$ -$
Borehole Clearance: Hand Auger Excavate to 5' or Refusal 1 HR 635.00$ 635.00$
Drill: 6X7 and/or 4X6 Sonic Borehole 130 LF 75.00$ 9,750.00$
Well Construction: Labor Only 130 LF 24.00$ 3,120.00$
Well Material: 2" SCH. 40 PVC Screen 20 LF 6.00$ 120.00$
Well Material: 2" SCH. 40 PVC Casing 110 LF 5.00$ 550.00$
Well Material: Annular (Gravel Pack, Transition Seal, Grout..)130 LF 10.00$ 1,300.00$
Surface Completion: 12" Flush Grade Well Box 1 EA 1,000.00$ 1,000.00$
150CC Rig Move-on, Set-up, Take-down, Clean-up..2.5 HR 635.00$ 1,587.50$
150CC Rig Standby ('Client' Directed Work Stoppage..)0 HR 635.00$ -$
Visqueen Plastic Roll (Drill Pad Protection)1 EA 160.00$ 160.00$
Site Protection: Security Guard (Working Days: 13-Hours)3 DY 880.00$ 2,640.00$
Site Protection: Security Guard (Working Days: 24-Hours)0 DY 1,700.00$ -$
Porta-Potty: Transportation, Rental, Service.. (1-Month Minium)0 MO 575.00$ -$
-$
20 Yard Roll-off Bin: Delivery 1 EA 845.00$ 845.00$
20 Yard Roll-off Bin: Plastic Liner 0 EA 70.00$ -$
20 Yard Roll-off Bin: Daily Rental 30 DY 22.00$ 660.00$
20 Yard Roll-off Bin: Pickup 1 EA 1,450.00$ 1,450.00$
Drill Cuttings: Sampling & Analysis 0 EA Cost + 20%-$
Drill Cuttings: Disposal Fee 0 TN Cost + 20%-$
Estimated Project Total 47,342.50$
Yellow Jacket Drilling Services, LLC (YJD) has
built its reputation as being a premier provider of
high quality, safe, and cost effective drilling
services. YJD’s corporate office is located in
Phoenix, Arizona. The projects that we service
are supported from offices located in Arizona,
California, Orgeon, and Colorado.
Services
YJD specializes in, but is not limited to, providing drilling
services to the Environmental, Geotechnical, Mining, Water
Supply and Energy Market Sectors. Some of our available
drilling methodologies include: Flooded Reverse Circulation,
Dual Tube Reverse Circulation, Dual Rotary, Mud Rotary, Air
Rotary, Air Rotary Casing Hammer (ARCH), Air Rotary Casing
Advancement (STRATEX), Sonic, Hollow Stem Auger, Direct
Push, Conventional & Wireline Coring, Air Knife / Utility
Clearence, Well Abandonment, and Well Service
(Develop-ment/Pump Installations)
Capacities
Our diverse fleet of equipment includes numerous rigs capable
of many different configurations, including multiple DPT,
Hollow Stem Auger, Sonic, and varying Rotary rigs with
capacities up to 225,000 lbs. With our fleet, we have the
capacity to do eveything from drilling in excess of 200’ with
hollow stem auger to drilling well beyond 2000’ with varying
rotary techniques. Specalized equipment such as mini track
mounted units allow us to drill in some of the most challenging
settings such as under a service station canopy, inside of
buildings, or barges, ect. Our full size track mounted
equipment can get us in some of the most remote locations
where standard equipment just can’t get to. Our fleet is
maintained by a thorugh prevantative maintenance program
that enables us to operate at peak performance, ensuring your
project stays on schedule.
Licenses
Arizona | Alaska | California | Colorado | Idaho | Nevada |
Nebraska | New Mexico | Montana | Texas | Orgeon | Utah |
Washington | Wyoming
Safety
Safety is our number one priority. All YJD employees maintain
numerous industry certifications including: 40-hour OSHA,
MSHA, and Smith Defense Driving, as well as certification and
participation in multiple safety programs such as API and
LPS. Annual refreshers and medical monitoring are
mandatory, as well as daily tailgate and all hands monthly
safety meetings. We believe that our ratings over the last few
years is reflective of our efforts.
2023- .65
2022- .68
2021- .65
2024- .56
2020- .63
EMR
Our Guarantee
Yellow Jacket Drilling has been providing high quality, safe,
and cost effective drilling services for 25 years. We are
committed to maintaining the highest quality workmanship,
reliability, professionalism, and efficiency in the industry.
Each and every employee and YJD is willing to go the every
step to ensure we meet the goal. With such a dedicated
group, you can be certain we will get the job done properly,
safely, cost-effectively, and on time.
Statement of Qualifications
Arizona
[phone]
3922 E. University Dr. St 1,
Phoenix, AZ 89304
California
[phone]
9460 Lucas Ranch Road
Rancho Cucamonga, CA 91730
Oregon
[phone]
16765 SE 362nd Dr
Sandy OR 97055
Colorado
[phone]
1515 Wynkoop St. Suite 360
Denver, CO 80202
2022- 0.00
2021- 1.85
2020- 1.18
2023- 0.00
2019- 2.45
TRIR
www.yellowjacketdrilling.com
Equipment
Yellow Jacket Drilling is sure to have the right pump rig for
all your well servicing needs; starting with our Pulstar P12
pump rigs. YJD also utilizes Pulstar pump rigs in a variety
of capascitites of up to 100,000 lbs., for the larger, deeper
turbine pump sets.
DIRECT PUSH
The Geoprobe 7822DT is the industry benchmark for
convertible Direct Push drilling rigs. These units are
ideally suited for the changing ground conditions and the
coarser formations when drilling deeper.
SONIC
YJD offers three types of Sonic Rigs; the Terra Sonic TSI 150T, a full size truck
mounted unit, the TSI 150C, a full size track mounted unit & the TSI 150CC, mounted
on a mini compact platform. The Terra Sonic TSi 150 series utilizes the newest and
most powerful sonic technology available. With all-terrain accessibility, angle
capabilities, and options to convert to rotary or core methods, there is almost no
project that can’t be done.
DUAL ROTARY + ROTARY
Our fleet of rotary rigs are equipped to offer a variety of traditional rotary
techniques, as well as the option to advance casing. The Foremost DR24HD,
Dual Rotary rigs are regularly used to drill and case through hundreds of feet
of tough overburden. The Speedstar CH 50K is one of the most
technologically advanced rigs available in the drilling industry today.
WATER SUPPLY
YJD employs multiple rigs including Taylor Titan 225C and GEFCO Speedstar
110K. The Titan is our largest rig, & is tailored for larger water well requirements,
equipped with 225,000lbs of pull back and capable to handling up to 48” diameter
casing needed for large well installations.
AUGER
YJD offers a large array of hollow stem auger rig options.
We offer track mounted and limited access units in
addition to the largest rig in our fleet, the CME 95. Our
hollow stem auger fleet have both angle and vertical
capabilities and are designed to offer additional drilling
platforms such as rock coring and casing advancement.
PUMP
• COMPACT CRAWLER-MOUNTED UNIT
• 225 HP DIESEL ENGINE TO POWER ALL DRIVING,
DRILLING AND ACCESSORY HYDRAULIC FUNCTIONS
• EXCLUSIVE TS 150 SERIES SONIC OSCILLATOR USES
150 HP TO GENERATE RESONANT SONIC ENERGY IN
THE DRILL STRING
• STANDARD 19 FT 1 IN. (5.8 M) LONG MAST; AVAILABLE
14 FT 6.5 IN. (4.4 M) SHORT MAST
• MAST ACCOMMODATES 10 FT (3 M) SECTIONS OF TOOLING
OR 5 FT (1.5 M) WITH OPTIONAL SHORT MAST
• ANGLE DRILLS BETWEEN
VERTICAL AND NEARLY
HORIZONTAL
• RATED DRILLING DEPTH
OF 800 FT (244 M) WITH
6 IN. (152 MM) CASING
27825 STATE ROUTE 7, MARIETTA, OHIO 45750 USA
866.365.3483 • 740.374.6608 • www.TerraSonicInternational.com

27825 STATE ROUTE 7
MARIETTA, OHIO 45750 USA
866.365.3483 / 740.374.6608
www.terrasonicinternational.com
SONIC HEAD SPECIFICATIONS
• SONIC Head Model TSi 150
• Oscillator Frequency of 0–150 Hz
• Oscillator Force of 50,000 lbf (222 kN)
• Max Torque (high torque/low speed) of 4,677 ft-lb (6,341 N-m)
• Rotation Speed (low speed/high torque) of 0 to 80 rpm
DIMENSIONS AND WEIGHT
• Width (Folded) is 7 ft 3 in. (2.2 m)
• Width (Unfolded) is 7 ft 11.5 in. (2.4 m)
• Length (Folded) is 19 ft 2.25 in. (5.85 m)
• Length (Unfolded) is 19 ft 3.25 in. (5.87 m)
• Height (Folded) is 7 ft 1.38 in. (2.2 m)
• Height (Unfolded) with Jib Stored and Mast Fully Raised is
20 ft 2.5 in. (6.16 m)
• Weight is 22,400 lbs (10,161 kg)
• Ground Clearance is 10.5 in. (267 mm)
MAST SPECIFICATIONS
• Head Tilts 87 Degrees and Hinges Away from Driller to Enable
Jib Over the Hole
• Head Travel of 14 ft 1 in. (4.3 m)
• Head Travel Speed of 0 to 155 fpm (0 to 47.3 m/min)
• Overall Length is 19 ft 1 in. (5.8 m)
• Drilling Angle of Vertical to Nearly Horizontal
• Upper Jib Hoist of 2,000 lb (907 kg) Capacity, 150 fpm
(46 m/min) Bare Drum Speed
• Feed System is a Hydraulic Operated Feed Frame Using Half
the Leaf Chain Length and Rollers as Conventional Hydraulic
Cylinder/Chain Method
• Mast Lock—Manual Mast Lock in Vertical Position
• Hose Carrier is a Mast Integrated Hose Management System
with Accessible Bulkheads
• Optional Low Clearance (Short) Mast Available—14 ft 6.5 in. (4.4 m)
DECK SPECIFICATIONS
• Driller Platform is 3 ft (914 mm) L x 2 ft 6 in. (762 mm) W, with a
Hinge for Folding it Up
• Four Jacklegs 3½ in. (89 mm) x 24 in. (618 mm); Located at Deck
Corners with Built-in Lock Valves
RIG PERFORMANCE SPECIFICATIONS
• Rated Drill Depth of 800 ft (244 m) with 6 in. (152 mm) Casing
• Max Drilling Diameter of 12 in. (305 mm) Casing
• Drill Feed Rate of 0 to 135 fpm (0 to 41 m/min)
• Pull Back Force of 16,800 lbf (74.7 kN)
• Down Force of 11,300 lbf (50.3 kN)
• Max Casing Length of 10 ft (3 m)
HYDRAULIC SYSTEM SPECIFICATIONS
• Hydraulic Oil Capacity is 120 gal (454 L)
• Hydraulic Cooling System of 240,000 Btu/hr @ 100 gpm
(70.3 kW @ 379 Lpm) and 50,000 Btu/hr @ 20 gpm
(14.7 kW @ 76 Lpm) for Sonic Head Lubrication
• Variable Displacement Pumps—Load Sense Piston Pumps with
Pilot Controlled Valves
• Hydraulic Control is Hydraulic Over Hydraulic for All Functions
• Manual Setup Functions
ENGINE SPECIFICATIONS
• Engine is a John Deere, Model 6068, Diesel, Tier 3 with Stage IIIA
Emission Certification Standards
• Engine Power of 225 hp (168 kW) @ 2,000 rpm
• Murphy PowerView is Used to Monitor Engine and
Transmission Parameters
• Fuel Capacity of 42 gal (159 L)
• Auxiliary Air Compressor of 13.2 CFM @ 120 psi
(22.4 m3/hr @ 8.3 bar)
BREAKOUT WRENCH SPECIFICATIONS
• Wrench Has Dual Cylinders on Both Top and Bottom Wrench
• Bottom Wrench Clamping Cylinders Have Integral Lock Valves
• Wrench Clamp Force has Adjustable Pressure Control Preset at
34,500 lbf (153.4 kN)
• Breakout Torque of 30,365 ft-lb (41,157 N-m) with
Dual Cylinders
• Wrench Size Range of 3 in. (76 mm) to 12 in. (305 mm)
• Wrench Travel is 19-Degree Swing
• Hardened Inserts are Standard
• Optional Casing Clamp with Integral Lock Valves in
Clamping Cylinders
WATER SYSTEM
• Deck Mounted Triplex Pump—Standard for Water Soluble Fluids
(40 gpm) (151.42 Lpm)
• Water Meter with LED Readout
• Optional FMC Bean Mud Pump (44 to 53 gpm) (166.56 to 200.63 Lpm)
• Optional 300-Gallon Detachable Water Tank (1,136 L)
• Optional Progressive Cavity Grout Pump