DERR-2024-005289

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
WORK PLAN NIM-05
CONSTRUCTION TO SALT LAKE COUNTY BUILDING PERMIT REQUIREMENTS,
ADDITIONAL SUBSURFACE INVESTIGATION WITH INSTALLATION OF 5
REPLACEMENT AND 2 NEW MW’S,
& ADDITIONAL GROUNDWATER SAMPLING PLAN.

Submitted To:
Kevid Beery, State Project Manager
Utah Division of Environmental Response and Remediation
195 North 1950 West
Salt Lake City, Utah 84114-4840

Facility:
Magna Mart (to be Drink Shop A/P# 000335)
8588 W Main
Magna, Utah
Facility ID # 4000122
Leak ID # NIM

Dear Mr. Beery:

On behalf of Alan Jenkins, Owner, Pure Enviro Management (PEM) has prepared the following work
plan for construction required for the Salt Lake County Building Permits, requiring installation of a
stormwater retention system hooked to the County storm water lines, removal of the canopy, and sloping
of the surface to properly drain the areas to the retentions system, with some landscaping to adsorb excess
stormwater. Then replacement of 5 monitoring wells that were removed during over excavation, with
addition of two new monitoring wells off-site, followed by, groundwater sampling of all 14 monitoring
wells that will be associated with the referenced site. The work is proposed to be completed under Work
Plan NIM-05.

Background
There are currently twelve monitoring wells that were drilled for this site, only seven of which remain
after over excavation (MW-3, MW-6, MW-8, MW-9, MW-1, MW-11, MW-12). The Request For Work
Plan & Budget requires a Building Permit from Salt Lake County, P#000335, with Engineering and
Landscape Plans approved, we have yet to pay the Salt Lake County Engineering review Fee of $1912.73,
and Salt Lake County Performance Bond Fee of $100.00, and the cost of the Performance Bond to cover
$42,605.00 in the Bond Agreement (see permit attachment).

Tasks

The objective of the work plan would be achieved by performance of the following tasks:

1. Task 1: Preparation of this work plan for the required Salt Lake County significant Construction
as required, install 5 replacement MW’s and 2 new MW’ s off-site, and to then Sample
Groundwater in all 14 MWs for Contaminants of Concern (COC). This is all contained in this one
work plan and budget which is essentially three different categories in the consultant’s manual.

2. Task 2: Construction Bonding and Permits with Salt Lake County. The Permits were required by
Salt Lake County (County) after ECI initially tried to get a permit with minimal work. The

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
County required Engineering Plan, & Landscape Plans that I have budgeted in to get re-imbursed
as a County requirement, a County Engineering Review Fee, a Bonding Fee, and a Performance
Bond to cover $42,505.00 of the costs. Since Pure Enviro Management LLC (PEM), is also a
general contractor and will be Primary on the construction we need to ensure through inspections
of the project proper safety plans are in place, and act as the construction superintendent, site
safety officer, quality control officer all in one for our construction side and as a Utah Certified
UST Consultant to the State DERR, for the work being performed. At the end of this Task PEM
will submit a Request for Payment Voucher (RFPV) for the work performed up to this point to
pay all the fee and bonding issues.

3. Task 3: Construction. This task includes PEM acting at the Primary on the construction we need
to ensure through inspections of the project proper safety plans are in place, and act as the
construction superintendent, site safety officer, quality control officer all in one for our
construction side and as a Utah Certified UST Consultant to the State DERR, for the work being
performed. At least daily tailgate meetings will be held, weekly safety inspections, daily logs of
progress, along with any other OSHA requirements run into, will be input into PEM’s Procore
software and reports generated as needed. PEM already has these inspection forms in Procore
they use on Federal and State construction projects. The Construction Schedule, see attachment,
is estimated to take place from April 1 through May 30th, but may be completed sooner and PEM
actual time charged will be for only that spent going to, from, and on-site. This schedule can shift
based on subcontractor and acquisition of material requirements.

Three bids were obtained based on the Engineering and Landscape Plans approved by the
County, with the addition of the County requirements put in as part of their permit. The plans
included an option for asphalt or concrete from the county, however, the owner preferred the
replacement of what was previously there which was concrete. I recommend the winning
construction bidder Direct Push Services LLC of $256,000.00; however, they didn’t give a
breakdown as the others did. Direct Push Services may be set up as direct pay. Two bids were
obtained for Private Locator services that we’ll need prior to construction and prior to drilling,
and I suggest Earthview as the winning bidder. Public locator services will be used for all public
utilities within the property boundary.

During on-site with the subcontractors, it was noticed that MW-8 had the lid broken off the well
can and will need to be replaced. In obtaining bids Direct Push Services LLC proposed to cover
that cost within an amended total bid, which was still under both other company’s bids.

During excavation, some soil may be exposed that a decision will need to be made as to leave it
in place or properly disposed of. This may require additional soil sampling to properly dispose of
soil or even to make the determination. Since PEM will already be on-site, it may require
additional sampling materials, and laboratory analysis. Traffic safety is always a concern and
PEM will provide candle stick cones and flagging tape to block off traffic from the site for the
entire duration.

4. Task 4: Additional Subsurface Investigation. This will entail obtaining access to the two new off-
site well properties with property access agreements before drilling begins. This will also require
Permits from Utah Division of Water Rights (DWR) for each well, documenting to them the
wells that were removed and to be replaced, in addition to Blue Stake, and a Private Locator
Service to clear the proposed monitoring well locations. Again, of the two bids obtained
Earthview is the recommended winning bidder. The bids were obtained from three companies for

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
drilling the monitoring wells. The bid specification is attached. The winning bidder is proposed to
be Direct Push Service’s LLC with a bid of $13,669.00. It was proposed that during drilling of the
replacement monitoring wells that no soil samples or geo-log needs to be kept as it should be fill-
material below all those locations. Soil Samples and a geo-log will be provided by PEM PG for
the two new wells, with at least three soil samples per monitoring well.

Drilling logs and final completion will be provided by the driller to DWR and PEM. The driller
will develop and complete the monitoring wells as part of their bid. See Bid Specifications. PEM
will provide those logs and the Geo-logs for the two new monitoring wells in a report to the State
Project Manager. At this point PEM will complete additional RFPV to get the driller, Locator,
and PEM paid up to date. Direct Push Services LLC may be setup as direct payment.

5. Task 5: Additional Groundwater Sampling. PEM will measure the groundwater surface below
top of casing (TOC) with a Heron meter for contour maps for water levels, total depth, estimate
silting and calculate purge volumes. All estimated wells are shown in ECI Site Map, June 30,
2020. According to ECI the actual map and data were lost when their hard disk crashed. So a new
base map will need to be created, re-verify all monitoring well locations, in additional to the new
monitoring wells and the new curb and gutter configuration, so contour maps can be provided.

Two bids were obtained to create the base map as it was expected to cost over $1K. The winning
bidder is suggested as Johnson Engineering Inc. as they have worked with PEM in the past and is
good at maintaining the Base Map to minimize additional costs in the future. In addition, after the
initial Contour Map, future contour maps will cost less to produce.

Purge all monitoring wells with sufficient purge volume of at least 2 gallons with Geo-reel and
Geosub controller, DC/AD converter, powered with a 12-volt battery. If wells are purged dry,
allow them to sit for recharge as other wells are measured or sampled.

Sample all wells that have sufficient purge volume with Geo-reel and Geosub Controller at end of
purge for 8260(MBTEXN and TPH-GRO) and 8015(TPH-DRO) and put samples on ice. Use
bailers to sample any well with insufficient purge volume, as a no-purge sampling to try to get
enough sample for 8260 and 8015. Must be prepared to do either type of sampling depending on
amount of water found in wells with either the pump system or bailers and a roll of twine per
well.

Following completion of the above task and receipt of analysis under standard priority, full tables
and a report will be developed presenting the results of the sampling. Regardless, a contour map
for those wells we can get data for will be prepared by Johnson Engineering Inc. and included in
the report with limitations based on the data found. Recommendations or options will also be
presented in the report by the Professional Geologist / Certified Consultant.

Schedule for Completion of Work

The work described in this plan will be scheduled for spring 2024 (the construction schedule indicates 2
months for construction, a week or two for concrete setting to enable a rig to access the property,
followed by 1 to 2 days for drilling, well development and completion, followed by 1 – 2 days sampling
and monitoring, and upon WP&B approval.

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
Cost Estimate

The estimated cost to complete the proposed scope of work is $350,810.52, a detailed breakdown of the
cost is in Table 1.

This cost estimate is based on the estimate from the subcontractor for construction, and typical times and
conditions for drilling and sampling wells that are 20 feet in depth. If unexpected conditions are
encountered, or if additional samples are required, then additional charges would apply. No additional
work would be done without prior approval by the State PM.

If you have questions or comments relating to this information, please contact William Moore, at
801-971-3242.

Sincerely,

William Moore, PG, CC#252
Pure Enviro Management LLC

Attachments: Petroleum Storage Tank Trust Fund Work Plan Approval Application and Agreement for
Work Plan # NIM-05

cc: Alan Jenkins, ECI
Petroleum Storage Tank Trust Fund
Work Plan Approval Application and Agreement
Work Plan No. NIM-05, Amendment No. __________
Facility Name: Magna Mart (to be Drink Shop)
Address: 8588 West 2700 South, Magna, Utah
Facility ID No.: 4000122
Release ID: NIM ("Release")
Owner/Operator, responsible party, or other person seeking PST Trust Fund Reimbursement: Alan
Jenkins, Environmental Contractors, Inc. ("Claimant")
Utah-Certified UST Consultant: William Moore, of Pure Enviro Management LLC ("Contractor")
In submitting Work Plan NIM-05 and amendments thereto for the above referenced Release NIM for
approval, the Claimant and the Contractor collectively, the "Parties," represent and agree to the
following:
Definitions:
"Contractor" means the person identified as such above.
"Claimant" means the person identified as such above.
“Parties” means Claimant and Contractor.
"Division Director" means the Division Director of the Division of Environmental Response and
Remediation.
“PST Fund" means the Petroleum Storage Tank Trust Fund.
"Release" means the release identified above.
"State" means the State of Utah including its agencies, officers, employees, volunteers and specifically,
the Division of Environmental Response and Remediation (DERR), the Division Director of the
Division or Environmental Response and Remediation, and the Petroleum Storage Tank Trust Fund.
"Work Plan" means the work plan identified above.
1.The key personnel, for which qualifications are submitted under R311-207-3(c), are: William
Moore, CC#252, as Utah Certified Consultant, and GS#62, as Utah Certified Sampler.
2.The Claimant acknowledges that the Claimant is required to obtain a payment bond from the
Contractor under Section 14-2-1 of the Utah Code. If the Claimant fails to do so, the Claimant is
liable to each person who performed labor or services or supplied equipment or materials
("Subcontractors") in the event the Contractor does not pay the subcontractors, even if the Claimant
has paid the Contractor (Utah Code Section 14-2-2). The Claimant acknowledges and agrees that the
PST Fund will not reimburse the Claimant for such Subcontractors’ claims for payment against the
Claimant if the PST Fund has already made payment to the Claimant or Contractor. The Claimant
understands that the premium paid for a payment bond is reimbursable. Therefore, the Claimant:
a.Has required the Contractor to obtain 100 percent payment bond through a United States
Treasury-listed bonding company, and attached a copy, or;
b.Has obtained other equivalent assurance and waives all claims and remedies against the
State if the equivalent assurance does not adequately protect the Claimant.
The equivalent assurance is described as follows: Direct Payment to the Consultant from
the PST Fund has been authorized.
3. The Parties agree that the Contractor shall have no cause of action against the State for payment.
The Parties acknowledge and agree that the State is not a party to any contract with the Claimant or
the Contractor for reimbursement from the PST Fund in the execution of this Work Plan, except to
the extent provided by a contract signed by the Division Director. Instead, the Claimant’s
reimbursement is governed by the Utah Underground Storage Tank Act and the Utah Underground
Storage Tank Rules. The Contractor is entitled to reimbursement solely under his/her contract with
the Claimant.
4. The Parties agree that they will use a subcontracting method consistent with the requirements of
R311-207.
5. The Parties agree that, as a condition of performing the work under the work plan, the Contractor
shall carry the insurance specified in R311-207-3(c)(4). The Contractor represents that the
Certificate of Insurance documenting the required insurance is attached or that a current certificate is
on file with the Division Director and has been provided to the Claimant. The Parties assume the
risk and responsibility of ensuring that the appropriate insurance coverage is in place.
6. The Parties agree that payments from the PST Trust Fund shall be limited to amounts that are
customary, legitimate, reasonable and consistent with R311-207. Unless the Parties and the Division
Director have entered into a written Pay-for-Performance agreement, the Parties acknowledge that
payments will be for actual time and materials expended up to, but not exceeding, the amount of the
Division Director approved work plan and Division Director approved change orders, if any.
7. The Parties shall maintain financial and operation records in sufficient detail to document all
transactions relating to PST Fund reimbursement for the execution of this work plan. The Parties
shall make available for audit and inspection all such records relating to the completion of the work
plan and related services, requirements, and expenditures until all audits initiated by State auditors
are completed, or for a period of five years from the date of PST Fund reimbursement related to the
execution of this work plan. Records which relate to disputes, litigation, or the settlement of claims
arising out of the performance of this work plan, or to cost and expenses of this work plan as to
which exception has been taken by the Division Director, shall be retained by the Parties until
disposition has been made of such disputes, litigation, claims, or exceptions.
8.The Parties certify that there is a contract between the Claimant and the Contractor for the
performance of work under the work plan for which approval is sought ("Contract") and incorporate
the provisions herein into that Contract. To the extent that the Contract or amendments thereto
conflict with any provisions herein, the provisions herein govern. The Parties shall provide the
Contract to the Division Director upon request.
9.The Division Director is a third party beneficiary of this Petroleum Storage Tank Trust Fund Work
Plan Approval Application and Agreement and may enforce its provisions.
This Petroleum Storage Tank Trust Fund Work Plan Approval Application and Agreement does not limit
the Division Director’s rights and remedies under applicable law.
Contractor: _____________________________William Moore, Pure Enviro Management LLC
Signature, Printed Name, and Date
Claimant: ________________________________________________Alan Jenkins, ECI
Signature, Printed Name, and Date
Alan Jenkins (Mar 11, 2024 17:34 MDT)
Alan Jenkins
11/03/2024
11/03/2024

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
WORK PLAN NIM-05
CONSTRUCTION TO SALT LAKE COUNTY BUILDING PERMIT REQUIREMENTS,
ADDITIONAL SUBSURFACE INVESTIGATION WITH INSTALLATION OF 5
REPLACEMENT AND 2 NEW MW’S,
& ADDITIONAL GROUNDWATER SAMPLING PLAN.

Submitted To:
Kevid Beery, State Project Manager
Utah Division of Environmental Response and Remediation
195 North 1950 West
Salt Lake City, Utah 84114-4840

Facility:
Magna Mart (to be Drink Shop A/P# 000335)
8588 W Main
Magna, Utah
Facility ID # 4000122
Leak ID # NIM

Dear Mr. Beery:

On behalf of Alan Jenkins, Owner, Pure Enviro Management (PEM) has prepared the following work
plan for construction required for the Salt Lake County Building Permits, requiring installation of a
stormwater retention system hooked to the County storm water lines, removal of the canopy, and sloping
of the surface to properly drain the areas to the retentions system, with some landscaping to adsorb excess
stormwater. Then replacement of 5 monitoring wells that were removed during over excavation, with
addition of two new monitoring wells off-site, followed by, groundwater sampling of all 14 monitoring
wells that will be associated with the referenced site. The work is proposed to be completed under Work
Plan NIM-05.

Background
There are currently twelve monitoring wells that were drilled for this site, only seven of which remain
after over excavation (MW-3, MW-6, MW-8, MW-9, MW-1, MW-11, MW-12). The Request For Work
Plan & Budget requires a Building Permit from Salt Lake County, P#000335, with Engineering and
Landscape Plans approved, we have yet to pay the Salt Lake County Engineering review Fee of $1912.73,
and Salt Lake County Performance Bond Fee of $100.00, and the cost of the Performance Bond to cover
$42,605.00 in the Bond Agreement (see permit attachment).

Tasks

The objective of the work plan would be achieved by performance of the following tasks:

1. Task 1: Preparation of this work plan for the required Salt Lake County significant Construction
as required, install 5 replacement MW’s and 2 new MW’ s off-site, and to then Sample
Groundwater in all 14 MWs for Contaminants of Concern (COC). This is all contained in this one
work plan and budget which is essentially three different categories in the consultant’s manual.

2. Task 2: Construction Bonding and Permits with Salt Lake County. The Permits were required by
Salt Lake County (County) after ECI initially tried to get a permit with minimal work. The

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
County required Engineering Plan, & Landscape Plans that I have budgeted in to get re-imbursed
as a County requirement, a County Engineering Review Fee, a Bonding Fee, and a Performance
Bond to cover $42,505.00 of the costs. Since Pure Enviro Management LLC (PEM), is also a
general contractor and will be Primary on the construction we need to ensure through inspections
of the project proper safety plans are in place, and act as the construction superintendent, site
safety officer, quality control officer all in one for our construction side and as a Utah Certified
UST Consultant to the State DERR, for the work being performed. At the end of this Task PEM
will submit a Request for Payment Voucher (RFPV) for the work performed up to this point to
pay all the fee and bonding issues.

3. Task 3: Construction. This task includes PEM acting at the Primary on the construction we need
to ensure through inspections of the project proper safety plans are in place, and act as the
construction superintendent, site safety officer, quality control officer all in one for our
construction side and as a Utah Certified UST Consultant to the State DERR, for the work being
performed. At least daily tailgate meetings will be held, weekly safety inspections, daily logs of
progress, along with any other OSHA requirements run into, will be input into PEM’s Procore
software and reports generated as needed. PEM already has these inspection forms in Procore
they use on Federal and State construction projects. The Construction Schedule, see attachment,
is estimated to take place from April 1 through May 30th, but may be completed sooner and PEM
actual time charged will be for only that spent going to, from, and on-site. This schedule can shift
based on subcontractor and acquisition of material requirements.

Three bids were obtained based on the Engineering and Landscape Plans approved by the
County, with the addition of the County requirements put in as part of their permit. The plans
included an option for asphalt or concrete from the county, however, the owner preferred the
replacement of what was previously there which was concrete. I recommend the winning
construction bidder Direct Push Services LLC of $256,000.00; however, they didn’t give a
breakdown as the others did. Direct Push Services may be set up as direct pay. Two bids were
obtained for Private Locator services that we’ll need prior to construction and prior to drilling,
and I suggest Earthview as the winning bidder. Public locator services will be used for all public
utilities within the property boundary.

During on-site with the subcontractors, it was noticed that MW-8 had the lid broken off the well
can and will need to be replaced. In obtaining bids Direct Push Services LLC proposed to cover
that cost within an amended total bid, which was still under both other company’s bids.

During excavation, some soil may be exposed that a decision will need to be made as to leave it
in place or properly disposed of. This may require additional soil sampling to properly dispose of
soil or even to make the determination. Since PEM will already be on-site, it may require
additional sampling materials, and laboratory analysis. Traffic safety is always a concern and
PEM will provide candle stick cones and flagging tape to block off traffic from the site for the
entire duration.

4. Task 4: Additional Subsurface Investigation. This will entail obtaining access to the two new off-
site well properties with property access agreements before drilling begins. This will also require
Permits from Utah Division of Water Rights (DWR) for each well, documenting to them the
wells that were removed and to be replaced, in addition to Blue Stake, and a Private Locator
Service to clear the proposed monitoring well locations. Again, of the two bids obtained
Earthview is the recommended winning bidder. The bids were obtained from three companies for

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
drilling the monitoring wells. The bid specification is attached. The winning bidder is proposed to
be Direct Push Service’s LLC with a bid of $13,669.00. It was proposed that during drilling of the
replacement monitoring wells that no soil samples or geo-log needs to be kept as it should be fill-
material below all those locations. Soil Samples and a geo-log will be provided by PEM PG for
the two new wells, with at least three soil samples per monitoring well.

Drilling logs and final completion will be provided by the driller to DWR and PEM. The driller
will develop and complete the monitoring wells as part of their bid. See Bid Specifications. PEM
will provide those logs and the Geo-logs for the two new monitoring wells in a report to the State
Project Manager. At this point PEM will complete additional RFPV to get the driller, Locator,
and PEM paid up to date. Direct Push Services LLC may be setup as direct payment.

5. Task 5: Additional Groundwater Sampling. PEM will measure the groundwater surface below
top of casing (TOC) with a Heron meter for contour maps for water levels, total depth, estimate
silting and calculate purge volumes. All estimated wells are shown in ECI Site Map, June 30,
2020. According to ECI the actual map and data were lost when their hard disk crashed. So a new
base map will need to be created, re-verify all monitoring well locations, in additional to the new
monitoring wells and the new curb and gutter configuration, so contour maps can be provided.

Two bids were obtained to create the base map as it was expected to cost over $1K. The winning
bidder is suggested as Johnson Engineering Inc. as they have worked with PEM in the past and is
good at maintaining the Base Map to minimize additional costs in the future. In addition, after the
initial Contour Map, future contour maps will cost less to produce.

Purge all monitoring wells with sufficient purge volume of at least 2 gallons with Geo-reel and
Geosub controller, DC/AD converter, powered with a 12-volt battery. If wells are purged dry,
allow them to sit for recharge as other wells are measured or sampled.

Sample all wells that have sufficient purge volume with Geo-reel and Geosub Controller at end of
purge for 8260(MBTEXN and TPH-GRO) and 8015(TPH-DRO) and put samples on ice. Use
bailers to sample any well with insufficient purge volume, as a no-purge sampling to try to get
enough sample for 8260 and 8015. Must be prepared to do either type of sampling depending on
amount of water found in wells with either the pump system or bailers and a roll of twine per
well.

Following completion of the above task and receipt of analysis under standard priority, full tables
and a report will be developed presenting the results of the sampling. Regardless, a contour map
for those wells we can get data for will be prepared by Johnson Engineering Inc. and included in
the report with limitations based on the data found. Recommendations or options will also be
presented in the report by the Professional Geologist / Certified Consultant.

Schedule for Completion of Work

The work described in this plan will be scheduled for spring 2024 (the construction schedule indicates 2
months for construction, a week or two for concrete setting to enable a rig to access the property,
followed by 1 to 2 days for drilling, well development and completion, followed by 1 – 2 days sampling
and monitoring, and upon WP&B approval.

Environmental | Construction | Management 1594 South 1300 East T: 801-225-4646
Spanish Fork | UT 84660 W: pureenviro.com
Cost Estimate

The estimated cost to complete the proposed scope of work is $350,810.52, a detailed breakdown of the
cost is in Table 1.

This cost estimate is based on the estimate from the subcontractor for construction, and typical times and
conditions for drilling and sampling wells that are 20 feet in depth. If unexpected conditions are
encountered, or if additional samples are required, then additional charges would apply. No additional
work would be done without prior approval by the State PM.

If you have questions or comments relating to this information, please contact William Moore, at
801-971-3242.

Sincerely,

William Moore, PG, CC#252
Pure Enviro Management LLC

Attachments: Petroleum Storage Tank Trust Fund Work Plan Approval Application and Agreement for
Work Plan # NIM-05

cc: Alan Jenkins, ECI
TASK 1: WORK PLAN DEVELOPMENT CONSTRUCTION
Labor
Hours Title Code Description Rate Total Actual Hr Actual Costs
0.25 Principal 100 Budget Approval $153.00 $38.25
8 Certified Consulta 101 Obtain Construction Bids $138.00 $1,104.00
8 Project Geologist 103 Work Plan/Schedule $107.00 $856.00
3 Clerical 109
Document Preparation,
Quotes, Construction
Contracts $56.00 $168.00
Subtotal:$2,166.25
Additional Subsurface Investiga NTE $1,000.00
Additional Groundwater Sampl NTE $650.00
Task 1 Total:$3,816.25
Labor
Hours Title Code Description Rate Total Actual Hr Actual Costs
2 Certifed
Consultant 101 Obtain Bond with County $138.00 $276.00
2 Clerical 109 Obtain Bond with County $56.00 $112.00
1 Project Geologist 102 Blue Stakes $133.00 $133.00
5 Project Geologist 102 Private Utilities Locate (On-
site with locator& travel)$133.00 $665.00
2 PST Fund
Specialist 108 Claims Processing $81.00 $162.00
Task 2 Subtotal Labor $1,348.00
Table 1
Cost Estimate For:
Drink Shop (Former Magna Mart)
8588 West Main St., Magna, Utah
Facility ID No. 4000122, Release ID NIM-05
TASK 2: CONSTRUCTION BONDING & PERMITS
Other Direct
Costs
Item Quantity Unit Rate Total
Fee
RB&G
Engineering 1 Engineering Plans to County
Minimums $12,115.00 $12,115.00 $12,115.00
Fee Landcurve 1 Landscape Plans $2,500.00 $2,500.00 $2,500.00
Fee
Salt Lake County
Bond 1 Performance Bond Fee $100.00 $100.00
Fee
Salt Lake County
Bond 1 Performance Bond for
$42,505.00 Estimated $500.00
Fee Salt Lake County Engineering Reivew Fee $1,912.73 $1,912.73
NTE Project Geologist 102 Initial Health and Safety Plan $400.00 $400.00 NTE
Mileage 16 mi @ 24 min/way+10 42 Miles 0.67 $28.14
Task 2 Subtotal ODC:$15,643.14
Task 2 Total :$16,991.14
Labor
Hours Title Code Description Rate Total Actual Hr Actual Costs
320 Construction
Superintendent,
Site Safety
Officer, Certifed
Consultant 101
Construction Superintendent,
Site Safety Officer, Certified
Consultant Oversight (3-4 hats
completing daily contruction
logs, weekly safety
inspections, construction and
safety oversight) including
travel time.
$138.00 $44,160.00
2 Clerical 109 Obtain Bond with County $56.00 $112.00
2 PST Fund
Specialist 108 Claims Processing $71.00 $142.00
TASK 3: CONSTRUCTION
Task 3 Subtotal Labor:$44,414.00
Subcontractor
Forefront GC
Bid
Bid based on SL County
requirements, as with
approved plans from RG&G
and Landcurve plans
$306,565.89
Asphalt;
$399,579.97
Cement
Biorgre
Contractors
Bid
Bid based on SL County
requirements, as with
approved plans from RG&G
and Landcurve plans
$329,149.51
Asphalt
Direct Push
Services LLC
Bid
Bid based on SL County
requirements, as with
approved plans from RG&G
and Landcurve plans
$256,000.00
Cement $256,000.00
Laboratory CTFL 2 Soil Analysis (8260, 8015)$85.00 $170.00
Private Locator Earthview 1 Bid $425.00 $425.00
GPRS 1 Bid $1,025.00
Task 3 Subtotal Subcontractor: $257,020.00
Other Direct
Costs
Item Quantity Unit Rate Total
PEM Sampling
Supplies 8
If needed for contaminated
soils needing disposal
$25/d-
$100/wk $800.00
PEM Traffic Safety 8 $15/d-$60/wk $480.00
Mileage 16 mi @ 24 min/way+10 1290 Miles 0.67 $864.30
Ea
MW Flush Mount 1
replace broken Well Can.
Direct Push added to Base Bid.inc.$0.00
Ea Full Size Plans 1 ea Estimated $100.00
Task 3 Subtotal ODC: $2,244.30
Task 3 Total:$303,678.30
Labor
Hours Title Code Description Rate Total Actual Hr Actual Costs
2 ea NTE Property Access Agreement $100.00 $200.00
2 Project Manager 103 Well Permits $107.00 $214.00
1 Project Manager 103 Utility Clearance $107.00 $107.00
23
Project Manager
103
GPR Clearance, Drill, GeoLog,
Sample (2hr.supplies, 4 hr
GPR, 16 hr. Drill, 2 hr Travel
for 2 days)$107.00 $2,461.00
Drilling Report
0.5 Principal Geologis 101 Report Review Approval $138.00 $69.00
1 Professional Geolo 102 Report Technical Review $133.00 $133.00
4.75 Project Geologist 103 Report Preparation $107.00 $508.25
4 Field Geologist 104 Data compilation $92.00 $368.00
2 Clerical 109
Document formatting &
Proofing $56.00 $112.00
2 PST Fund
Specialist 108 Claims Processing $71.00 $142.00
Task 4 Subtotal Labor:$4,314.25
Subcontractor
Driller Conetec 1 Bid $37,040.33
Earthcore 1 Bid $23,380.00
Direct Push
Serivces, LLC 1 Bid modified to include MW#8 Well Can $13,669.00 $13,669.00
GPR Earthview 1 Bid $270.00 $270.00
GPRS 1 Bid $600.00
TASK 4: ADDITIONAL SUBSURFACE INVESTIGATION- DRILLING (Clearance, Drill, Geo Log, & Soil Sample, report)
Laboratory CTFL 6 Soil Analysis (8260, 8015)
3/well $85.00 $510.00
Task 4 Subtotal Subcontractor:$14,449.00
Other Direct Costs
Item Quantity Unit Rate Total
Rental PID meter (soil
gas bag samples)2 day $95 $190
PEM Water Level
Meter 2 day $25 $50
PEM Sampling
Supplies 2 day $25 $50
PEM Traffic Safety 2 day $15 $30
Mileage 16 mi @ 24 min/way+10 74 Miles 0.67 $41.44
Task 4 Subtotal Other:$361.44
Task 4 Total:$19,124.69
Task 5: Additional GW Sampling (Contour Survey and Water Sampling) after new wells developed.
Labor
Hours Title Code Description Rate Total
2 Project Geologist 103 Project Management & logs $107.00 $214.00
1.45 Project Geologist 103 Travel 0.24 hr./each way home + Pickups 0. $107.00 $155.15
2 Technician 106 Travel 1 hr./each way home/office $66.00 $132.00
7 Project Geologist 103 Measure & Sample (1 days GW) $107.00 $749.00
7 Technician 106 Measure & Sample 1 day GW $66.00 $462.00
2 PST Claims Proces 108
Claims Processing - Scan receipts
submit RFPV $71.00 $142.00
Task 5 Subtotal Labor:$1,854.15
Subcontractors
Item Quantity Unit Rate Total
1 Base Map initial $1,000.00 $1,000.00
1 GW Contour Map initial $1,000.00 $1,000.00
Subtotal JE:$2,000.00
CTFL
Water Analysis
(8260 & 8015)14 $85.00 $1,190.00
Subtotal CTFL $1,190.00
Task 5 Subtotal Subcontractor:$3,190.00
Other Direct Costs
Item Quantity Unit Rate Total
Water Level Indicator (PEM)1 $25day/$75wk $25.00 $25.00
0 $55day/$165wk $55.00 $0.00
Purge&Sampling Pump (PEM)see below
Geosub controller 2 $40day/$120wk $40.00 $80.00
Georeel 150'2 $80day/$200w,$80.00 $160.00
DC/AC Converter 2 $5day/$10wk $5.00 $10.00
Bailer (weighted) if needed for no purg 0 ea.$11.00 $0.00
Roll of Nylon Mason String (white)0 ea.$8.95 $0.00
Portable Generator Rental (HomeDe 0 $56 Day/ $224wk 2000 W $224.00 $0.00
Generator Fuel 0 gallons $4.00 $0.00
PID Rental (for Soil Gas bag samples)0 Week (expect 0 day drilling)$240.00 $0.00
Tubing 420 Ft $0.50 $210.00
Traffic Safety Equipment 2 $15 day/$60wk $15.00 $30.00
Misc Sampling Equipment 2 $25day/ $100wk (1 day GW
sampling)
$25.00 $50.00
Mileage 30 mi way for Tech+10 m 72 miles $0.67 $48.24
Task 5 Subtotal ODC:$613.24
Oil/Water Interface Probe >135'
PLS of elevations of 14 MW's TOC's to
provide and provide the Groundwater
Contour Map from the Data provided
by PEM once obtained.
Professional Land Surveyor (PLS) Survey
Grade Topographic Map by field survey to
correlate old ECI map for new aerial Base
Map for PEM once the new wells are
installed and maintain the map for future
contour maps or additions.
Sampling Report Preparation
Labor
Hours Title Code Description Rate Total
0.5 Principal Geologis 101 Report Review Approval $138.00 $69.00
1 Professional Geolo 102 Report Technical Review $133.00 $133.00
8.75 Project Geologist 103 Report Preparation $107.00 $936.25
1 Field Scientist 104 Data Table compilation $92.00 $92.00
0.5 Drafter 107
Table prep for Subcontractor PE
Contour Map $77.00 $38.50
2 Clerical 109 Document Formatting & Proofi $56.00 $112.00
2 PST Claims Proces 121
Claims Processing - total, collate,
get signatures and submit $81.00 $162.00
Task 5 Subtotal Labor Samplng Report:$1,542.75
Task 5 Total:$7,200.14
Grand TOTAL:$350,810.52
12/26/23, 1:02 PM Pure Enviro Management, LLC Mail - Fwd: 000335 - Drink Shop, Urban Hydrology Agreement
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permthid=thread-f:1771861829988096787&simpl=msg-f:17718618299880967…1/4
William Moore <[e-mail]>
Fwd: 000335 - Drink Shop, Urban Hydrology Agreement
4 messages
Alan Jenkins <[e-mail]>Wed, Jul 19, 2023 at 9:05 AM
To: Bill Moore <[e-mail]>
---------- Forwarded message ---------
From: Jefferson Thomson <[e-mail]>
Date: Wed, Nov 9, 2022 at 2:30 PM
Subject: 000335 - Drink Shop, Urban Hydrology Agreement
To: [e-mail] <[e-mail]>
Cc: Morgan Julian <[e-mail]>, Ron Coshow <[e-mail]>, Chara Ellis <[e-mail]>,
Matt Smith <[e-mail]>
Alan,

I have attached the Urban Hydrology Agreement (000335_UHA_ForSignature_110922.pdf) with fee and bonding
requirements for your review.

The following is required for Final Engineering Approval:

1. Sign and return the UHA to Jefferson Thomson at [e-mail]
2. Pay any outstanding fees listed in the attached UHA and the fees listed at the bottom of this email.
3. Complete the remaining items from the latest Hydrology comments, including GIS data submission.
4. Check with your planner that you have resolved all outstanding comments with your application review and your
plan set has the Agency Approval Stamp.
5. Reach out to Chara Ellis (385-468-6678) for bond processing and with any bonding questions.

After the above has been completed and prior to construction permitting:

6. Submit two bound 24”x36” copies of the approved engineering plans.
7. Contact my office to issue the approved plan sets and UHA to our field inspector.
8. Schedule pre-construction meeting with field inspector (Ron Coshow, 801-833-9819) prior to construction of any
storm drain or roadway improvements.

All improvements must be certified and as-built drawings and GIS information must be submitted before the subdivision
can be recorded, or bond for improvements must be posted.

Please contact Jefferson Thomson at 385-468-6614 or [e-mail] for any questions regarding the UHA, and
your Planner for any further questions regarding permit approval. Include your application number in all
communications.

12/26/23, 1:02 PM Pure Enviro Management, LLC Mail - Fwd: 000335 - Drink Shop, Urban Hydrology Agreement
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permthid=thread-f:1771861829988096787&simpl=msg-f:17718618299880967…2/4
Please note that your civil plans are approved for construction of storm drain and roadway improvements only.

Fees for 000335 – Drink Shop-Jenkins
Storm Drain Impact Fee: $0.00
Final Engineering Review Fee: $1,912.73
Total: $1,912.73

Bond Amount: $42,505.00

Regards,

Jef ferson Thomson, EIT

Engineering Division
Salt Lake County
2001 S State N3-120
Salt Lake City UT 84190
[phone]

000335_UHA_ForSignature_110922.pdf
1026K
William Moore <[e-mail]>Fri, Aug 4, 2023 at 10:03 AM
To: David Johnson <[e-mail]>
FYI
Bill
[Quoted text hidden]
000335_UHA_ForSignature_110922.pdf
1026K
Jefferson Thomson <[e-mail]>Wed, Aug 23, 2023 at 12:05 PM
12/26/23, 1:02 PM Pure Enviro Management, LLC Mail - Fwd: 000335 - Drink Shop, Urban Hydrology Agreement
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permthid=thread-f:1771861829988096787&simpl=msg-f:17718618299880967…3/4
To: "[e-mail]" <[e-mail]>
Cc: "[e-mail]" <[e-mail]>, Morgan Julian <[e-mail]>, Ron Coshow
<[e-mail]>, Chara Ellis <[e-mail]>
Bill,

Please see the email below that accompanied the UHA (attached), per our phone conversation earlier today it includes
contact information for the MSD’s Bonding Specialist (Chara Ellis).
Please let me know if you have any further questions.

Thank you,

Jef ferson Thomson, PE

Engineering Division
Salt Lake County
2001 S State N3-120
Salt Lake City UT 84190
[phone]
[Quoted text hidden]
000335_UHA_ForSignature_110922.pdf
1026K
William Moore <[e-mail]>Wed, Aug 23, 2023 at 12:08 PM
To: Jefferson Thomson <[e-mail]>
Cc: "[e-mail]" <[e-mail]>, Morgan Julian <[e-mail]>, Ron Coshow
<[e-mail]>, Chara Ellis <[e-mail]>
Thank you for your help!
Bill
William Moore, PG
Certified UST Consultant CC-252
Environmental Scientist
Certified Soil & Groundwater Sampler GS-62
Pure Enviro Management, LLC
12/26/23, 1:02 PM Pure Enviro Management, LLC Mail - Fwd: 000335 - Drink Shop, Urban Hydrology Agreement
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permthid=thread-f:1771861829988096787&simpl=msg-f:17718618299880967…4/4
8(a) Certified | 2020 Utah SBA Office Award
USA | South Pacific Region
[phone] | [phone]
 [e-mail]
pureenviro.com
1594 South 1300 East | Spanish Fork | UT  84663
[Quoted text hidden]
Project Name:Drink Shop - Jenkins
Project Address:8588 W Magna Main
A/P #:000335
Dear Alan Jenkins,
$1,912.73
$0.00
TOTAL $1,912.73
INCLUDED WITH BOND AGREEMENT (not due with this document)
$100.00
Engineering Bond Amount:$42,505.00
TOTAL $42,605.00
Respectfully,
Jefferson Thomson, EIT
Development Review Engineer
November 9, 2022
Below is a summary of the outstanding Engineering fees due at this time:
FEES DUE AT THIS TIME
Final Engineering Review Fee:
3rd Party Review Fee:
Your immediate attention to these items will help avoid undue delays to receiving FINAL APPROVAL. If you
have any questions or concerns, I may be contacted at [phone] or [e-mail]
This letter is to inform you that the Drainage Plan for your project has been reviewed and found to be in
conformity with Salt Lake County Standards. Prior to receiving FINAL APPROVAL from Engineering, it is
necessary for you to sign the Urban Hydrology Requirements Agreement and pay for all remaining Engineering
fees. A draft copy of the document is provided for your review and comment. Within the Urban Hydrology
Requirements Agreement are: a summary of the outstanding engineering fees that are due at this time, the
hydrology requirements for the project (see Attachment A), and the calculations for the Final Engineering Review
When the above items are complete, your approval will be forwarded to Planning Services. Please be advised that
Salt Lake County Ordinances require payment of all fees and posting of bonds prior to the approval of subdivision
plats or issuance of building permits. A copy of the Engineering bond calculation has also been provided with this
letter for your reference. This bond amount will be included in the overall bond calculation for the bond
agreement document, which the County will prepare for you.
Bond Processing Fee:
Jenny Wilson
Mayor
Catherine Kanter
Deputy Mayor of Operations
Scott R. Baird, P.E.,
Director,Public Works
and Municipal Services
Kade D. Moncur, P.E., CFM,
Director, Public Works Engineering
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File
Project Name: Drink Shop - Jenkins Date Approved:
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
$1,912.73
$0.00
$1,912.73
INCLUDED WITH BOND AGREEMENT (not due with this document)
$100.00
$42,505.00
$42,605.00
SIGNATURE:
REPRESENTING:
DATE:
received a copy thereof. I also acknowledge that I must inform my contractor, engineer, architect and all other
agents of these requirements.
do hereby certify that I have read the same, acknowledge that I shall adhere to these requirements, and have
Engineering Bond Amount:
[phone]
November 9, 2022
URBAN HYDROLOGY REQUIREMENTS AGREEMENT
I, the undersigned, am the developer or the authorized representative of the project for which approval is given, and
FEES DUE AT THIS TIME
Final Engineering Review Fee:
3rd Party Review Fee:
TOTAL
Urban Hydrology approval of the drainage system proposed for this application is based upon the engineering review
of the drainage and grading plans and the resulting requirements on the proceeding ATTACHMENT A. The
requirements listed, together with the final plans, comprise the drainage approval. When infrastructure costs are
involved, the applicant may be required to post a performance bond as a condition of approval.
This development is subject to Title XVII, Chapter 17.20, of the revised Salt Lake County Ordinance which pertains
to payment of storm drainage impact fees. Those fees and/or bonds which may appear below are in conformity with
this Ordinance and the attached assessment data sheet (Attachment B). All fees must be paid and bonds posted (as
required) prior to the approval of subdivision plats or issuance of building permits. Fee and bond amounts appear on
FINAL approvals only.
TOTAL
Bond Processing Fee:
Engineering Division
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File
ATTACHMENT A
Urban Hydrology Requirements Agreement
Project Name:Drink Shop - Jenkins
Project Address:8588 W Magna Main
A/P #:000335
HYDROLOGY REQUIREMENTS:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
All public storm drain facilities and private facilities which directly connect to the public storm drain system
or facility are required to have a pipe condition assessment performed using CCTV per Section 33 08 00 of
the current Manual of Standard Specifications from APWA.
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Division
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
[phone]
The developer, his engineer and contractor shall meet with Salt Lake County inspectors two days prior to
commencing construction of any irrigation or drainage systems. Call Ron Coshow at [phone] to
coordinate this meeting. The inspector will have the developer's copy of the approved site plans.
Prior to any excavation or construction within an existing county right-of-way, the developer shall obtain an
"Excavation Permit" as per Chapter 14.16 of the Revised Ordinances of Salt Lake County. Contact
Engineering and Flood Control Services at [phone] for more information.
The developer shall be responsible for all costs incurred due to utility conflicts. Any design modifications
resulting from utility conflicts must be submitted to Greater Salt Lake Municipal Services District and
approved in writing by the Engineering Division prior to acceptance of improvements.
The developer shall grade the property in accordance with the approved site grading and lot drainage plan so
as to direct storm water to an approved public facility or to permanently retain all generated water on the
subject property both during and after construction.
All storm water generated from the project shall be maintained so as not to discharge any additional storm
water onto adjacent properties or pond at the end of the curb and gutter.
All outstanding balances for the 3rd Party Review Fee, Engineering Checking Fee, and Bond Processing Fee
shall be paid at the Planning and Development Services Office prior to the approval of subdivision plat or
issuance of building permit.
A performance bond for this project shall be posted and processed through the Development Services Office
prior to the approval of subdivision plat or issuance of building permit. For additional information, please
contact Chara Ellis at [phone].
The drainage system designed by Matthew Kimball Smith, P.E., License No. 6288195, and stamped
'Approved' by Greater Salt Lake Municipal Services District shall be constructed as shown. Any changes,
additions or deletions to the approved plans must be submitted to Greater Salt Lake Municipal Services
District and approved in writing by the Engineering Division prior to commencing construction.
Reinforced concrete pipe sizes referred to herein are based on class 3, rubber gasket reinforced concrete
pipe, and shall have a minimum of one-foot of cover. Cleanouts shall be at maximum 400-foot intervals.
Two feet of fill shall be placed over the crown of the reinforced concrete pipe during construction activities
to protect against extremely high loads created by construction vehicles. The fill shall be graded to final
grade with minimum one-foot of cover over pipe after heavy equipment has left the project.
All catch basins and cleanout boxes shall be constructed to County standards. See Salt Lake County Public
Works Standard Plans for details. All boxes shall be poured in place in accordance with the above standard
drawings.
Installation of pre-cast boxes is allowed in private storm drain and irrigation systems that are not within the
public right-of-way or within development access roads.
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 2
ATTACHMENT A
Urban Hydrology Requirements Agreement
13.
14.
15.
16.
All cleanout boxes and catch basins that are part of a public storm drain system or within the public right-of-
way shall conform to the current Standard Plans for Public Works Construction , published by Salt Lake
County. Cleanout boxes and catch basins shall be inspected in the field by Salt Lake County inspectors
prior to pouring concrete. Pre-cast boxes are not allowed except by Salt Lake County Certified
manufacturers.
Salt Lake County does not assume any ownership or liability for private storm drain or irrigation systems.
The Developer shall assume all responsibility for the maintenance, operation and safety of private storm
drain and irrigation systems associated with the project.
Bonds on detention basins will not be released until a certified as-built survey is received and approved by
this Division.
GIS data to be submitted as part of as built drawings.
Prepared by:
Jefferson Thomson, EIT
Development Review Engineer
November 9, 2022
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 2 of 2
ATTACHMENT B
Urban Hydrology Requirements Agreement
Project Name: Drink Shop - Jenkins Date Approved: November 9, 2022
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
$0.00 N/A
$0.00
Bond Total: $42,505
Engineering Checking Fee: $1,912.73 4.5% x Bond Total
Previously Paid Amount (w/ application): $0.00
Engineering Checking Fee Balance:$1,912.73
Comments:
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Services
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
[phone]
FEE ASSESSMENT
3RD PARTY REVIEW
3rd Party Review Fee:
ENGINEERING CHECKING FEE BALANCE
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 1
Project Name: Drink Shop - Jenkins Date Approved: November 9, 2022
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
QUANTITY UNITS DESCRIPTION UNIT COST COST
STORM DRAINAGE - PRIVATE
828 CF Underground Detention $15.00 $12,420.00
28 LF 12" C900 Storm Drain Pipe $100.00 $2,800.00
1 EA 3X3 Catch Basin with Snout $8,000.00 $8,000.00
1 EA 2X3 Catch Basin/Cleanout with Orifice $4,000.00 $4,000.00
SUBTOTAL $27,220.00
STORM DRAINAGE - PUBLIC
15 LF 15" RCP Pipe $150.00 $2,250.00
1 EA Connection to Existing System $500.00 $500.00
SUBTOTAL $2,750.00
STREET IMPROVEMENTS - PRIVATE
218 LF Reverse Pan Curb and Gutter $30.00 $6,540.00
SUBTOTAL $6,540.00
STREET IMPROVEMENTS - PUBLIC
107 LF APWA Plan #205 Curb and Gutter Type A $30.00 $3,210.00
107 LF Remove Curb and Gutter $5.00 $535.00
1 EA Drive Approach $2,250.00 $2,250.00
SUBTOTAL $5,995.00
Estimate by: JLT TOTAL $42,505.00
[phone]
ENGINEERING BOND
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Services
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 1
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No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
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ELEV= 4251.841
E= 1474872.288
N= 7429249.289
MONUMENT
ELEV= 4261.344
E= 1474854.961
N= 7428565.816
CONTROL POINT, NAIL
ELEV= 4277.424
E= 1471284.199
N= 7428376.071
SECTION CORNER
ELEV= 4280.56
E= 1471283.337
N= 7428287.807
MONUMENT 9180 WEST
ELEV= 4264.067
E= 1474842.302
N= 7428364.312
CONTROL POINT, NAIL
C100
MSD
WV
SCALE IN FEET
100 20 30 40
ELEV= 4264.844
E= 1475191.324
N= 7428295.347
CONTROL POINT, NAIL
ELEV= 4264.286
E= 1474970.057
N= 7428355.491
CONTROL POINT, NAIL
S FASTRAC
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BUILDING
LIGHT POLE
STORM DRAIN, DROP INLET
STORM DRAIN, MANHOLE
ROOF DRAIN
STEEL POLE
BOLLARD
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WATER, FIRE HYDRANT
WATER, VALVE
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LEGEND

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.

M
A
G
N
A

M
A
I
N

S
T
R
E
E
T
A
L
A
N

J
E
N
K
I
N
S

C
O
M
M
E
R
C
I
A
L
J
.

R
U
S
B
Y
1
8
-
O
C
T
-
2
0
2
2
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
MAIN STREET
B
U
C
C
A
N
E
E
R

D
R
I
V
E
N
S
I
T
E

P
L
A
N
LEGEND
1
2
3
SEE DETAIL, SHEET C201
2'-6" REVERSE CURB AND GUTTER
4
5
SEE DETAIL, SHEET C201
TYPICAL CURB AND GUTTER END DETAIL
6
7
8 4" SOLID WHITE PAINT
SEE APWA PLAN NO. 205
AND GUTTER, TYPE A
CURB AND GUTTER WITH 2'-6" CURB
REMOVE AND REPLACE EXISTING
SEE APWA PLAN NO. 231
CONCRETE SIDEWALK
SEE DETAIL, SHEET C201
PAVEMENT
SEE APWA PLAN NO. 251
ASPHALT CONCRETE PAVEMENT TIE IN
9 SAWCUT PAVEMENT
SEE APWA PLAN NO. 221.2
FLARE DRIVEWAY APPROACH
C101
UNLESS NOTED OTHERWISE.
DIMENSIONS ARE TO FACE OF CURB
NOTE:
SCALE IN FEET
100 20 30 40
13'-0"11'-3"
2
4
'
-
0
"
9'-0"
8'-0"
75'-0"
1
3
'
-
8
"
1
0
6
'
-
9
"
10'-0"7'-8"
1
4
'-
0
"
1
8
'-
8
"
3
6
3'-0"
3'-0"
3
7
4
3
3
1
1
2
5
6
8
8
22'-9"
1
8
'
-
0
"
2
2
'
-
3
"
21'-9"
9
7'-0"
9'-0"
TYP.
4'-0"
EXISTING GUTTER
EXISTING GUTTER
OF BUILDING
EXISTING PAVEMENT TO EDGE
REMOVE AND REPLACE
EXISTING BUILDING
EPP
MSD
MSD
MSD
M M
M
D
A
T
E
C
H
E
C
K
E
D

B
Y
D
R
A
W
N

B
Y
D
E
S
I
G
N
E
D

B
Y
1
8
-
O
C
T
-
2
0
2
2
D
G
N

F
i
l
e
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2
0
2
2
\
0
0
6
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a
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i
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s

C
o
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m
e
r
c
i
a
l

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o
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L
i
m
i
t
e
d

S
i
t
e

P
l
a
n
\
C
a
d
\
S
h
e
e
t
_
F
i
l
e
s
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2
0
2
2
0
5
-
0
0
6
_
C
1
0
2
.
d
g
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123456
A
U
T
H
O
R
I
Z
E
D
B
Y
N
O
.
M
A
D
E
B
Y
D
A
T
E
R
E
V
I
S
I
O
N
P
R
O
J
E
C
T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
N

S
T
R
E
E
T
A
L
A
N

J
E
N
K
I
N
S

C
O
M
M
E
R
C
I
A
L
J
.

R
U
S
B
Y
1
8
-
O
C
T
-
2
0
2
2
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
N
G
R
A
D
I
N
G

A
N
D

D
R
A
I
N
A
G
E
C102
1
2
3
4
Y= GRATE ELEV.
X = PIPE INVERT ELEV.
SEE APWA PLAN NO. 332.1
2'x 3' CLEANOUT BOX CATCH BASIN
15" RCP STORM DRAIN PIPE
SEE DETAIL, SHEET C202
CATCH BASIN BOX CONTROL
Y= SOLID LID ELEV.
X = PIPE INVERT ELEV.
Y= SLOPE
X= LENGTH8" C900 PVC STORM DRAIN PIPE
Y= TOP OF R-TANK
X= BOTTOM OF R-TANK
LEGEND4263.56
TOA
X
4263.19
TOA
X
4263.35
TOA
X
4263.73
TOA
X
4264.35
TOA X
4264.65
TOA
X
4264.09
TOA
X
4264.24
TOA
X
4263.90
TOA
X
4263.60
TOA
X
4263.80
TOA
X
4263.80
TOA
X
4264.50
TOA
X
MATCH EXIST.
4264.41
TOA
X
MATCH EXIST.
4264.37
TOA
X
4263.77
TOAX
4263.72
TOA
X
4263.4
TOA
X
4263.56
TOA
X
4263.67
TOA
X
4263.67
TOA
X
4263.03
TBC
X
4262.93
TBC - LOW
X
4263.25
TBC - LOW
X
4264.07
TBC
X
MATCH EXIST.
4264.28
TOA
X
MATCH EXIST.
4263.79
TOA
X
MATCH EXIST.
4263.52
TOA
X
4264
4
2
6
4
4
2
6
4
4
2
6
4
0.0%
-0.5%
-0.5%
-2.25%
-
0
.
8
9
%
-1 .6%
-
1
.
0
%
-0.4%
-0
.
7
%
-2
.
5
%
-0
.
9
%
4264.00
TOA
X
4263.49
TOA
X
1
3
4
5
4261.81 PRETREATMENT HOOD
4263.06
23.68'
0.5%
14.4
1.0%
I.E. 4261.69
I.E. 4261.74
I.E. 4261.50
MAIN STREET
B
U
C
C
A
N
E
E
R

D
R
I
V
E
-1
.
0
%
-0.4
%
-1
.
0
%
4263.20
TBC
X
4263.75
TBC
X
3 4.0'
1.0%
2
STORAGE CAPACITY
828 CU. FT. REQ'D
4263.20
4261.69
SCALE IN FEET
100 20 30 40
4264.22
TOA
X
4264.41
TOA
X
-1.5%
-1.9%
-1.9
%
-2.6%
-3.2
%
-3.5%-1.0%-3.6%-5.0
%
-1.6%
-1.2%
DOWNSPOUT
DRAIN
EXISTING ROOF
EXISTING GUTTER
REMOVE AND REPLACE
4264.89
FLOOR
FINISHED
FOR DESIGN STORM EVENT
HIGHWATER ELEV. 4263.16
5
R-TANK "DOUBLE" SD OR EQUAL
UNDERGROUND DRAINAGE DETENTION STRUCTURE
Y= TOP OF R-TANK
X= BOTTOM OF R-TANK
MOUNTED TO SOUTH WALL
2 INCH DIA ORIFICE PLATE WITH
4265.33
4261.64
D
A
T
E
C
H
E
C
K
E
D

B
Y
D
R
A
W
N

B
Y
D
E
S
I
G
N
E
D

B
Y
1
8
-
O
C
T
-
2
0
2
2
D
G
N

F
i
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e
:

L
:
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2
0
2
2
\
0
0
6
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A
l
a
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d

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e

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2
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5
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0
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C
1
0
3
.
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B
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A
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R
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V
I
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I
O
N
P
R
O
J
E
C
T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
N

S
T
R
E
E
T
A
L
A
N

J
E
N
K
I
N
S

C
O
M
M
E
R
C
I
A
L
B
.

G
O
L
D
I
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G
1
8
-
O
C
T
-
2
0
2
2
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
EPP
MSD
MSD
MSD
MAIN STREET
B
U
C
C
A
N
E
E
R

D
R
I
V
E
N
S
E
D
I
M
E
N
T

A
N
D

E
R
O
S
I
O
N

C
O
N
T
R
O
L
ELEV= 4251.841
E= 1474872.288
N= 7429249.289
MONUMENT
ELEV= 4261.344
E= 1474854.961
N= 7428565.816
CONTROL POINT, NAIL
ELEV= 4277.424
E= 1471284.199
N= 7428376.071
SECTION CORNER
ELEV= 4280.56
E= 1471283.337
N= 7428287.807
MONUMENT 9180 WEST
ELEV= 4264.067
E= 1474842.302
N= 7428364.312
CONTROL POINT, NAIL
C103
MSD
WV
SCALE IN FEET
100 20 30 40
ELEV= 4264.844
E= 1475191.324
N= 7428295.347
CONTROL POINT, NAIL
ELEV= 4264.286
E= 1474970.057
N= 7428355.491
CONTROL POINT, NAIL
S FASTRAC
S BUS
S ST
BUILDING
LIGHT POLE
STORM DRAIN, DROP INLET
STORM DRAIN, MANHOLE
ROOF DRAIN
STEEL POLE
BOLLARD
WATER, HOSE BIB
WATER, FIRE HYDRANT
WATER, VALVE
COLUMN
WATER, WELL
FENCE
SIGN, "FASTRAC"
SIGN, STREET
SIGN, BUS
1
2
3
SILT FENCE
4
CONCRETE WASHOUT
ON-SITE PORTABLE RESTROOM
DUMPSTER
5 STABILIZED ROADWAY ENTRANCE
2
3
4
5
1
1
1
1
LEGEND

D
A
T
E
C
H
E
C
K
E
D

B
Y
D
R
A
W
N

B
Y
D
E
S
I
G
N
E
D

B
Y
1
8
-
O
C
T
-
2
0
2
2
D
G
N

F
i
l
e
:

L
:
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2
0
2
2
\
0
0
6
_
A
l
a
n

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k
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s

C
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m
e
r
c
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a
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L
o
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L
i
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i
t
e
d

S
i
t
e

P
l
a
n
\
C
a
d
\
S
h
e
e
t
_
F
i
l
e
s
\
2
0
2
2
0
5
-
0
0
6
_
C
2
0
1
_
D
e
t
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i
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s
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123456
A
U
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H
O
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I
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E
D
B
Y
N
O
.
M
A
D
E
B
Y
D
A
T
E
R
E
V
I
S
I
O
N
P
R
O
J
E
C
T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
N

S
T
R
E
E
T
A
L
A
N

J
E
N
K
I
N
S

C
O
M
M
E
R
C
I
A
L
B
.

G
O
L
D
I
N
G
1
8
-
O
C
T
-
2
0
2
2
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
Know what'sbelow.
before you dig.Call
R
6
"
8
"
2'-0"6"
2'-6"
6
"
6
"
1
'
-
2
"
LOT EXCAVATE CLAY AND REPLACE WITH GRANULAR BORROW FILL
IF CLAY POCKETS ARE ENCOUNTERED INEXCAVATING THE PARKING 1.
"2
11
"2
1R=1
6" UNTREATED BASE COURSE

BASE COURSE
8" UNTREATED
2'-6" CURB & GUTTER
OR FLATTER
TRANSITION FLOWLINE TO GRADE
SURFACE
ASPHALT CONCRETE 1
10
D
E
T
A
I
L
S
C201
PAVEMENT NOTES:
PAVEMENT
3
-
TYPICAL CURB AND GUTTER END DETAIL
1
-
2'-6" REVERSE CURB AND GUTTER
2
"
6" UNTREATED BASE COURSE
CONCRETE
3" ASPHALT

PAVEMENT SECTION
SEAL COAT ON FINISHED SURFACE
HA5 HIGH DENSITY MINERAL BOND
2
-
D
A
T
E
C
H
E
C
K
E
D

B
Y
D
R
A
W
N

B
Y
D
E
S
I
G
N
E
D

B
Y
1
8
-
O
C
T
-
2
0
2
2
D
G
N

F
i
l
e
:

L
:
\
2
0
2
2
\
0
0
6
_
A
l
a
n

J
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k
i
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s

C
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m
m
e
r
c
i
a
l

L
o
t

L
i
m
i
t
e
d

S
i
t
e

P
l
a
n
\
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a
d
\
S
h
e
e
t
_
F
i
l
e
s
\
2
0
2
2
0
5
-
0
0
6
_
C
2
0
2
_
D
e
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i
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123456
A
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I
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B
Y
N
O
.
M
A
D
E
B
Y
D
A
T
E
R
E
V
I
S
I
O
N
P
R
O
J
E
C
T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
N

S
T
R
E
E
T
A
L
A
N

J
E
N
K
I
N
S

C
O
M
M
E
R
C
I
A
L
B
.

G
O
L
D
I
N
G
1
8
-
O
C
T
-
2
0
2
2
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
A A
B
B
3"
8
"
OR APPROVED EQUAL
D&L SUPPLY FU-3136
BICYCLE SAFE GRATE AND FRAME
3"
3
"
6"6"
6
"
3'-0"
3
'
-
0
"
3'-0"
2'-6"
2
'
-
6
"
S
E
E

U
T
I
L
I
T
Y

P
L
A
N

S
H
E
E
T
V
A
R
I
E
S
EACH WAY
#5 BARS @ 12" O.C.
3
"
MATCH GRADE
SLOPE LID TO OR APPROVED EQUAL
D&L SUPPLY FU-3136
BICYCLE SAFE GRATE AND FRAME
EACH WAY
#5 BARS @ 12" O.C.
Know what'sbelow.
before you dig.Call
R

ACCESS PORT, 6" OPENING
REMOVABLE WATERTIGHT
PIPE ADAPTER
1" PVC ANTI-SIPHON
PIPE ADAPTER
1" PVC ANTI-SIPHON
(HIDDEN)
OUTLET PIPE
DRILLED HOLE
(NARROW END OUT)
EXPANSION CONE
ANCHOR SHIELD
STAINLESS BOLT

(TRIM TO LENGTH)
PSA BACKING
FOAM GASKET W/
MOUNTING FLANGE

(SEE DETAIL A)
ANCHOR W/ BOLT

(SEE DETAIL B)
STRUCTURE
BETWEEN HOOD AND
GASKET COMPRESSED
DISTANCE OF 6" FOR PIPES 12" I.D.
DISTANCE EQUAL 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A
OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION.
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY
(SEE CONFIGURATION DETAIL)
PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS
MINIMUM 0.125" LAMINATE THICKNESS.
RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED
OR PRE-APPROVED EQUAL
WEB SITE: www.bmpinc.com
TOLL FREE: [phone] OR [phone]
[phone], [phone] FAX
LYME, CT 06371
53 MT. ARCHER RD.
BEST MANAGEMENT PRODUCTS, INC.
QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY:
ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER 1.
MINIMUM DISTANCE FOR PIPES <12" I.D. IS 6".
OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. 2
1OF
IS A DISTANCE POSITION HOOD SUCH THAT BOTTOM FLANGE
DIA.2
1
MOUNTING FLANGE
10. SEAL HOOD AROUND ORIFICE PLATE WITH WATER TIGHT SEAL.
ANCHOR SHIELDSE.
STAINLESS STEEL BOLTS
" 8
3OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING C.
PVC ANTI-SIPHON VENT PIPE AND ADAPTER B.
INSTALLATION INSTRUCTIONS A.
INSTALLATION KIT SHALL INCLUDE:
MANUFACTURER SUPPLIED INSTALLATION KIT.
INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH 9.
BY MANUFACTURER. (SEE INSTALLATION DETAIL)
3/8" STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH
BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL.
THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL 7.
AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION.
THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" 6.
3
'
-
0
"
PROCEDURES.
MANUFACTURERS RECOMMENDED
WITH PRETREATMENT HOOD FOLLOW
MINIMUM SUMP DEPTH OF 12", OR *
C202
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A
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PRETREATMENT HOOD

PRETREATMENT HOOD NOTES:
CONFIGURATION DETAIL
INSTALLATION NOTE:
DETAIL B
DETAIL A
SIDE VIEW FRONT VIEW
CATCH BASIN BOX

SECTION B-B
SECTION A-A
PLAN VIEW
OUTLET
PIPE
3
'
-
0
"
2'-0"
SLOPE SLOPE
4
-
ORIFICE PLATE

WHERE SHOWN IN PLAN.
DEBRIS SNOUT INSTALLATION
PLATE TO FACILITATE OIL
DRILL HOLES IN ORIFICE
NOTE:
BOLT WITH NUT (TYP-4)
"2
1" x 12
1BOLT PLATE USING
" Ø BOLT2
14 EACH
" STEELPLATE4
1
Ø 8" C900 PVC
Ø 2"
33"
6
-HOOD
PRETREATMENT
6
"
6
"
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TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
Know what'sbelow.
before you dig.Call
R
(USE CLASS GW, GP, SW, OR SP). MUST BE FREE OF LUMPS AND DEBRIS.
") OR SOIL 2
1MAY BE STONE (< 1
3" COMPACTED BEDDING MATERIAL
FINISH GRADE
7
-
UNDERGROUND DRAINAGE DETENTION STRUCTURE
OVERLAP 12" MIN AT ALL JOINTS
8 OZ. NON-WOVEN GEOTEXTILE
" FRAME AND COVER4
116
STORM DRAIN PIPE
8 INCH C900 PVC
MAINTENANCE PORT
12" DIA. PVC
SEE PLAN SHEETS
828 CU. FT. REQ'D
DIMENSIONS / STORAGE VOLUME
R-TANK SD OR EQUAL
OR EQUIVALENT
PLATE PLASTIC, SLATE
NON-CORROSIVE SOLID
SEE PATTERN
NOTCH BOTTOM OF PIPE
NON-CORROSIVE HOSE CLAMP
1" +/- VENTING PERFORATIONS
STANDARD PROCTOR DENSITY
BACKFILL COMPACTED TO 95%
GEOTEXTILE
NOTE:
EXISTING BUILDING FINISHED FLOOR ELEVATION 4264.89
PIPE-NOTCHING PATTERN

T
Y
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A
L
1
8
.
1
2
"
(8 OPENINGS TOTAL)
8" NOTCHES CUT IN SHADED AREAS "2
11

2'-0"STORM DRAIN PIPE
8 INCH C900 PVC
FINISH GRADE
C203
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SCALE IN FEET
1.50 3 4.5 6
ELEV. 4263.20
M
I
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1
8
"
FOR DESIGN STORM EVENT 4263.16
HIGH WATER ELEVATION
ELEV. 4261.69
ELEV. 4261.69
ELEV. 4261.69
ELEV. 4263.20
SCALE x2
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TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022

SECTION
PERSPECTIVE VIEW
SECTION
Know what'sbelow.
before you dig.Call
R
6
'

M
A
X
.
2
'
-
6
"
SHEET FLOW
PAVED PUBLIC ROAD

SEE DETAIL, THIS SHEET
SILT FENCE
MIN.
8" THICK
20' RAD.
COARSE AGGREGATE
2" TO 4" SIZE
(NOTE 3C)
SEDIMENT FABRIC UNDER GRAVEL
15' M IN.
STABILIZED ROADWAY ENTRANCE NOTES:
SHIFTS TO KEEP PAVED ROADWAY CLEAN.
ENTERING/LEAVING THE SITE. SWEEP AS NEEDED DURING
THE END OF EACH SHIFT WHEN CONSTRUCTION VEHICLES ARE
SWEEP ROADWAY AND CLEAN UP ANY OFF-TRACKED SOIL AT 5.
ACTIVITIES.
EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE F.
INSTALL ADDITIONAL CONTROLS AS NECESSARY.
INSPECT ADJACENT AREAS FOR SEDIMENT DEPOSIT AND E.
BUILDUP.
INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT D.
STRUCTURES USED TO TRAP SEDIMENTS.
REQUIRED, AS CONDITIONS DEMAND, AND REPAIR ANY
PERIODIC TOP DRESSING WITH 2 INCHES STONE MAY BE C.
RIGHT OF WAY.
PREVENT TRACKING OR FLOW OF MUD INTO THE PUBLIC B.
STONES.
REQUIRES PERIODIC TOP DRESSING WITH ADDITIONALA.
MAINTENANCE:4.
MORE THAN 3 MONTHS).
(RECOMMENDED FOR ENTRANCE AREA THAT REMAINS
PLACE FILTER FABRIC UNDER STONE IF DESIRED C.
COMPACT SUBGRADE.B.
SLOPE OF 1 PERCENT AWAY FROM PAVED ROADWAY.
CLEAR AND GRUB AREA AND GRADE TO PROVIDE MAXIMUMA.
SECTION 01 57 00.
INSTALLATION/APPLICATION CRITERIA: REFER TO APWA 3.
EQUIPMENT ENTER THE PUBLIC RIGHT OF WAY.
APPLICATION: AT ANY SITE WHERE VEHICLES AND 2.
ACCESS TO THE SITE.
FOR CONTROLLING EQUIPMENT AND CONSTRUCTION VEHICLE
DESCRIPTION: A TEMPORARY STABILIZED PAD OF GRAVEL 1.
SILT FENCE NOTES:
OR WATER BODY.
IN AREAS THAT HAVE BEEN SEEDED AND MULCHED, REMOVE SILT FENCE UNLESS THEY ARE PROTECTING A WETLAND 9.
AREA APPROVED BY THE ENGINEER.
WHEN A STORM EVENT DEPOSITS SEDIMENT BEHIND THE FENCE, REMOVE THE SEDIMENT AND PLACE IT IN A STABLE 8.
AREAS HAVE BEEN VEGETATED.
MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF THE PROJECT OR UNTIL DISTURBED 7.
IN THE END POSTS, OVERLAP THE END POSTS AND TWIST 180 DEGREES.
AVOID USING SPLICES ALONG THE FENCE AS MUCH AS POSSIBLE. IF A SPLICE IS NECESSARY, BEFORE POUNDING 6.
CUT DITCHES).
DO NOT PLACE SILT FENCE ACROSS POTENTIAL CONCENTRATED FLOWS (e.g., PIPE OUTLETS, DRAINAGE CHANNELS, 5.
TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE SILT FENCE, RUN THE ENDS OF THE FENCE UP SLOPE.4.
WHEN EXCAVATING THE TRENCH, USE MACHINERY THAT WILL MINIMIZE DISTURBANCE.3.
INSTALL A SEDIMENT TRAP.
POSSIBLE. WHERE EXCESSIVE RUNOFF WILL ACCUMULATE AT A LOW POINT, PROVIDE AN OPENING IN THE FENCE AND
TO AVOID CREATING LOW POINTS ALONG THE SILT FENCE, ALIGN THE FENCE ALONG THE CONTOUR AS MUCH AS 2.
WHERE PERMITTED, POSITION THE SILT FENCE 5' BEYOND THE TOE OF SLOPE.1.
MINIMUM WOOD POST
2" SQUARE BY 4'
OF SILT FENCE
GROUND ON BACKSIDE
DO NOT DISTURB
1
'
-
6
"
DISLODGE IT.
ON THE TOP OF THE FENCE SHOULD NOT
INSTALLATION, FIRMLY PULLING UPWARD
FENCE SECURELY IN THE GROUND. AFTER
ENTRENCH THE BOTTOM 12" OF SILT
CONSTRUCTION SITE
SHEET FLOW FROM
FASTENED TO POST
3' WIDE FILTER FABRIC
W
A
SH
D
O
W
N
5
0'
MI
N.
PLAN VIEW
ARE EVIDENT
SUCH THAT NO GAPS
PLACE GRAVEL BAGS
FLOW
FLOW
SEDIMENT SEPARATION
PONDING AREA FOR
CURB INLET
BACK OF CURB
BASIN
CATCH
WHEN NOT LOCATED IN CURB
ENCIRCLE CATCH BASIN
OR GRAVEL BAGS TO
EXTEND GRAVEL WATTLE
WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.4.
BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST 3.
SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 1/2 INCH (OR 2.
SEDIMENT TO SEPARATE FROM RUNNOFF.
PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW 1.
DROP INLET BARRIER NOTES:
CURB INLET
WHEN NOT LOCATED IN CURB
ENCIRCLE CATCH BASIN
OR GRAVEL BAGS TO
EXTEND GRAVEL WATTLE
TOP OF CURB
NOT BE HIGHER THAN
GRAVEL BAG SHOULD
BASIN
CATCH
C301
S
W
P
P

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10
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STABILIZED ROADWAY ENTRANCE
9
-
DROP INLET BARRIER

8
-
SILT FENCE

3/29/2022
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
3/29/2022
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
TYP.
NO SOIL ON TOP OF ROOTBALL
TYP.
BARRIER FABRIC "DEWITT CO. PRO 5"
LANDSCAPE ROCK,
SEE SITE PLAN AND DETAILS
WIDTH VARIES
3"(SEE PLAN)
3/8" MINUS LANDSCAPE ROCK NOTE:
APPLY PRE-EMERGENT
HERBICIDE PRIOR TO
INSTALLATION
CONTRACTOR SHALL PROVIDE
SAMPLE TO OWNER FOR APPROVAL
PERMA-BARK ROCK
STAKER PARSONS
801-409-9500
BARRIER FABRIC
"DEWITT CO. PRO 5"
LANDSCAPE ROCK, SEE SITE PLAN AND DETAILS
TREE BASE PROTECTION
NO SOIL ON TOP OF ROOTBALL
TYP.
BARRIER FABRIC "DEWITT CO. PRO 5"
3/29/2022
NTS
Landscape Rock Detail
NTS
Planting Detail
NTS
Tree Planting Detail
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
3/29/2022
NTS
Backflow Prevention
NTS
Irrigation Controller
NTS
Xeribug Emitter
NTS
Pipe Sleeving Detail
NTS
Trench Detail
NTS
Drip Valve Detail
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
Task Start End Da
y
s

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Mobilization/TC/SWPPP 4/1/2024 4/1/2024 1
Removal of Canopy 4/2/2024 4/3/2024 2
Removal of Canopy Footings 4/3/2024 4/4/2024 2
Remove Existing Parking Lot Pavement 4/5/2024 4/5/2024 1
Storm Drain Catch Basins 4/8/2024 4/9/2024 2
8" C900 PVC 4/10/2024 4/12/2024 3
15" RCP 4/15/2024 4/16/2024 2
Connect to Existing 4/17/2024 4/17/2024 1
Excavation for R-Tank Storage System 4/18/2024 4/19/2024 2
Installation of R-Tank Storage System 4/22/2024 4/23/2024 2
Backfill For R-Tank Storage System 4/24/2024 4/24/2024 1
Curb and Gutter Prep 4/25/2024 4/26/2024 2
Asphalt Prep/Site Prep 4/29/2024 4/30/2024 2
Saw Cut and Remove Pavement on Buccaneer Dr 5/1/2024 5/2/2024 2
Sidewalk Prep along Buccaneer Dr 5/3/2024 5/3/2024 1
Concrete work 4/22/2024 5/10/2024 15
Asphalt Pavement 5/13/2024 5/17/2024 5
Asphalt Markings 5/20/2024 5/24/2024
Final Clean up 5/27/2024 5/31/2024 5
SCOPE OF WORK: To perform all work to meet all requirements of Salt Lake County Approved plans of the RB&G Engineering Plans,
the Landcurve, Landscape Plans, and the Attachment A from Salt Lake County Office of Public Work and Municipal Services
Hydrology Requirements items 1 through 16, for Drink Shop – Jenkins, 8588 W Magna Main, A/P# 000335. Plans indicate either
Asphalt or Cement can be used.

GENERAL BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed bids.
This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping fees,
equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: Forefront General Contracting CONTACT PERSON: Derrick Jones, owner
[e-mail]
ADDRESS: 2691 N 1250 E., North Logan, UT DATE OF BID: 1/16/2024
PHONE NUMBER: O-801-382-8662/ M-801-940-4310 EXPIRATION DATE OF BID: 6 mo.

DESCRIPTION QUANTITY UNIT COST
PER
UNIT
UNIT
TOTAL
Mobilization/TC/SWPPP 1 LS $28.134.93 $28,134.93
Removal of Canopy 1 LS $8,098.12 $ 8,098.12
Removal of Canopy Footings 1 LS $8,204.89 $ 8,204.89
Remove Existing Parking Lot Pavement 3750 SF $1.76 $ 6,590.57
Storm Drain Catch Basins 2 EA $9,083.02 $18,166.03
8" C900 PVC 25 LF $ 256.96 $ 6,424.05
15" RCP 20 LF $ 604.87 $12,097.37
Connect to Existing 1 LS $6,247.04 $ 6,247.04
Excavation for R-Tank Storage System 1 LS $11,416.42 $11,416.42
Installation of R-Tank Storage System 1 LS $20,616.41 $20,616.41
Backfill For R-Tank Storage System 1 LS $18,425.91 $18,425.91
Curb and Gutter Prep 225 LF $34.79 $7,827.71
Asphalt Prep/Site Prep 8625 SF $2.33 $20,122.78
Saw Cut and Remove Pavement on Buccaneer Dr 1 LS $3,361.28 $3,361.28
Sidewalk Prep along Buccaneer Dr 1 LS $6,824.07 $6,824.07
Concrete work 1 LS $58,055.81 $58,055.81
Asphalt Pavement 7500 SF $6.78 $50,878.42
Asphalt Markings 1 LS $8,614.81 $8,614.81
Final Clean up 1 LS $6,459.25 $6,459.25
(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE ASPHALT PARKING: $306,565.89

Concrete sub to change the parking lot from Asphalt to Concrete
$93,014.08
TOTAL COST ESTIMATE CONCRETE PARKING: $399,579.97
Exclusions:
Special Inspections
Material/Compaction Testing
Landscape Repair/Sprinkler Repair
Landscape Installation/Irrigation System
Permits/Bonding
Connection Fees/Special Assessments

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company): See attached Bids
Submitted by (Signature):
Submitted on (Date):

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.
Reviewed by (Consultant Signature):
Reviewed on (Date): 1/16/2024
Line
Item Qty Unit Price/Unit Price
11LS28,134.93$ 28,134.93$
21LS8,098.12$ 8,098.12$
31LS8,204.89$ 8,204.89$
4 3750 SF 1.76$ 6,590.57$
52Ea9,083.02$ 18,166.03$
625LF256.96$ 6,424.05$
720LF604.87$ 12,097.37$
81LS6,247.04$ 6,247.04$
91LS11,416.42$ 11,416.42$
10 1 LS 20,616.41$ 20,616.41$
11 1 LS 18,425.91$ 18,425.91$
12 225 LF 34.79$ 7,827.71$
13 8625 SF 2.33$ 20,122.78$
14 1 LS 3,361.28$ 3,361.28$
15 1 LS 6,824.07$ 6,824.07$
16 1 LS 58,055.81$ 58,055.81$
17 7500 SF 6.78$ 50,878.42$
18 1 LS 8,614.81$ 8,614.81$
19 1 LS 6,459.25$ 6,459.25$
Total Price $ 306,565.89
Special Inspections
Material/Compaction Testing
Landscape Repair/Sprinkler Repair
Landscape Installation/Irrigation System
Permits/Bonding
Connection Fees/Special Assessments
Forefront General Contracting
Alen Jenkins Commercial- Drinks- Magna Location
Pricing Estimate
Contact: 801-940-4310
[e-mail]
Description of Work
Mobilization/TC/SWPPP
Removal of Canopy
Removal of Canopy Footings
Remove Existing Parking Lot Pavement
Storm Drain Catch Basins
8" C900 PVC
15" RCP
Connect to Existing
Excavation for R-Tank Storage System
Installation of R-Tank Storage System
Curb and Gutter Prep
Asphalt Prep/Site Prep
Backfill For R-Tank Storage System
Saw Cut and Remove Pavement on Buccaneer Dr
Sidewalk Prep along Buccaneer Dr
Exlcuisions:
Concrete work
Asphalt Pavement
Asphalt Markings
Final Clean up
1/19/24, 1:56 PM Pure Enviro Management, LLC Mail - Forefront GC - Excavating Contractor - Magna PST Project
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permmsgid=msg-f:1788545431598164652&simpl=msg-f:1788545431598164…1/1
William Moore <[e-mail]>
Forefront GC - Excavating Contractor - Magna PST Project
[e-mail] <[e-mail]>Fri, Jan 19, 2024 at 11:44 AM
To: William Moore <[e-mail]>
Bill,

Here is the price that I have from the concrete sub to change the parking lot from asphalt to concrete:

Labor and materials for 7,660.3 CDY $ 93,014.08

This assumes 6” of 4000 PSI concrete. If we need to get a higher PSI concrete that will change the material price.

Let me know if you need anything else.

DJ Jones
Forefront General Contracting, LLC
801-382-8662 | 801-940-4310
[e-mail]
2691 N 1250 E, North Logan, UT 84341

[Quoted text hidden]
SCOPE OF WORK: To perform all work to meet all requirements of Salt Lake County Approved plans of the RB&G Engineering Plans,
the Landcurve, Landscape Plans, and the Attachment A from Salt Lake County Office of Public Work and Municipal Services
Hydrology Requirements items 1 through 16, for Drink Shop – Jenkins, 8588 W Magna Main, A/P# 000335.

GENERAL BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed bids.
This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping fees,
equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: BIORGE CONTRACTORS CONTACT PERSON: Brian Robinson [e-mail]
ADDRESS: P.O. Box 1059, West Jordan, Utah 84084, UT DATE OF BID: 1/18/2024
PHONE NUMBER: O-801-520-6606 M-801-358-8662 EXPIRATION DATE OF BID: 6 mo.

DESCRIPTION QUANTITY UNIT COST
PER
UNIT
UNIT
TOTAL
Mobilization/TC/SWPPP 1 LS $29.541.67
Removal of Canopy 1 LS $8,503.02
Removal of Canopy Footings 1 LS $8,615.14
Remove Existing Parking Lot Pavement 1 LS $6,919.50
Storm Drain Catch Basins 2 LS $19,074.34
8" C900 PVC 25 LS $7,082.51
15" RVC 20 LS $12,702.23
Excavation 1 LS $11,987.24
Backfill 1 LS $22,442.75
Grading 1 LS $40,337.58
Saw Cutting 1 LS $3,529.05
Asphalt Pavement 1 LS $53,422.34
Asphalt Markings 1 LS $9,045.55
Final Clean up 1 LS $6,782.21
Tank Install 1 LS $21,647.23
Tank Connection to Existing 1 LS $6,559.40
Concrete work 1 LS $60,957.75
(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE ASPHALT PARKING: $329,149.51
Exclusions:
Inspections
Compaction Testing
Landscape Repair/Installation
Permits

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company):
Submitted by (Signature): See Attached Bid
Submitted on (Date):

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.
Reviewed by (Consultant Signature):
Reviewed on (Date): 1/19/2024
Project Totals Report
Between the Contractor:BIORGE CONTRACTORS
P.O. Box 1059
West Jordan, Utah 84084
United States
LIC#11923572-5501
8015206606
And the Client:Allen jenkins
Contact Primary Telephone
For the Project:24-02 Alen jenkins drink
Magna
magna, Utah 84084
NOTES:
24-02 1/18/24 Bid excludes
Inspections
Compaction Testing
Landscape Repair/Instalation
Permits
MOB
MOB $29,541.67
SUBTOTAL MOB $29,541.67
DEMO
CANOPY $8,503.02
CANOPY FOOTINGS $8,615.14
PARKING LOT $6,919.50
SUBTOTAL DEMO $24,037.66
PARTS
SD CATCH BASIN $19,074.34
8" PVC $7,082.51
15"PVC $12,702.23
SUBTOTAL PARTS $38,859.08
EXCAVATION
EXCAVATION $11,987.24
SUBTOTAL EXCAVATION $11,987.24
BACKFILL
BACKFILL $22,442.75
SUBTOTAL BACKFILL $22,442.75
GRADING
GRADING $40,337.58
SUBTOTAL GRADING $40,337.58
SAWCUTTING
SAWCUTTING $3,529.05
SUBTOTAL SAWCUTTING $3,529.05
ASPHALT
ASPHALT $53,422.34
SUBTOTAL ASPHALT $53,422.34
PAINT
PARKING LOT MARKINGS $9,045.55
SUBTOTAL PAINT $9,045.55
CLEAN UP
CLEAN UP $6,782.21
SUBTOTAL CLEAN UP $6,782.21
INSTALL
TANK
$21,647.23
CONECTION TO EXISTING SYSTEMS $6,559.40
SUBTOTAL INSTALL $28,206.63
CONCRETE
CONCRETE $60,957.75
SUBTOTAL CONCRETE $60,957.75
Grand Total: $329,149.51

SCOPE OF WORK: To perform all work to meet all requirements of Salt Lake County Approved plans of the RB&G Engineering Plans,
the Landcurve Landscape Plans, and the Attachment A from Salt Lake County Office of Public Work and Municipal Services Hydrology
Requirements items 1 through 16, for Drink Shop – Jenkins, 8588 W Magna Main, A/P# 000335.

GENERAL BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed bids.
This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping fees,
equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: Direct Push Services LLC CONTACT PERSON: Sean Bromley
[e-mail]
ADDRESS: PO Box 25784, SLC, UT 84125 DATE OF BID: 2/06/2024
PHONE NUMBER: Sean M-801-230-1721; Chad 801-372-3587 EXPIRATION DATE OF BID: 7/6/2024

DESCRIPTION QUANTITY UNIT COST
PER
UNIT
UNIT
TOTAL
Site work as described in the 9/5/23 email, including
RB&G engineered drawing work. To include: concrete
demo and removal; canopy demo and removal; site
grading and fill to meet drainage needs; installation of
silt walls, storm drain system, etc. as shown on plans;
replacement of concrete as shown on plans to allow for
future drainage needs and to meet proper site grade.
1 LS $256,000.00 $256,000.00
(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE ASPHALT PARKING: $256,000.00
Exclusions:
Does not include site engineering, site SWPPP (other
than standard requirements as shown on the drawings),
or permits other than what would be needed for the
canopy demo/storm drain installation.

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company): Direct Push Services LLC
Submitted by (Signature): See Attached Bid Submittal
Submitted on (Date): 2/6/2024

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.
Reviewed by (Consultant Signature):
Reviewed on (Date):
20-1339913 | www.directpushservices.com
Direct Push Services LLC
PO Box 25784
Salt Lake City, UT 84125
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management
LLC
1422 E 820 N
Orem, UT 84097
ESTIMATE #240052
DATE 02/06/2024
EXPIRATION DATE 07/06/2024

P.O. NUMBER SALES REP
Magna Mart site work Chad Russell
DATE ACTIVITY QTY RATE AMOUNT
Site work as described in the 9/5/23 email, including
RB&G engineered drawing work. To include: concrete
demo and removal; canopy demo and removal; site
grading and fill to meet drainage needs; installation of silt
walls, storm drain system, etc as shown on plans;
replacement of concrete as shown on plans to allow for
future drainage needs and to meet proper site grade.
Does not include site engineering, site SWPPP (other
than standard requirements as shown on the drawings),
or permits other than what would be needed for the
canopy demo/storm drain installation.
1 256,000.00 256,000.00

Thank you for the bidding opportunity. Please call me with any
questions regarding this estimate.
TOTAL $256,000.00
Accepted By Accepted Date
2/22/24, 3:49 PM Pure Enviro Management, LLC Mail - Request for Bid for PLS Base Map and Contour Map
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permmsgid=msg-a:r-7045269190194388144&simpl=msg-a:r-7045269190194…1/1
William Moore <[e-mail]>
Request for Bid for PLS Base Map and Contour Map
William Moore <[e-mail]>Thu, Feb 15, 2024 at 2:25 PM
To: Kevin Dawson <[e-mail]>
Cc: Tiare Stone <[e-mail]>, Gabe Reid <[e-mail]>
Bcc: William Moore <[e-mail]>
I am the new Utah Certified Consultant for the site on the attached map. ECI no longer has their initial data files to re-
create the maps needed. I am requesting Bids for an 11X17 Aerial Base Map and subsequent contour maps by a PLS:
1. Professional Land Surveyor (PLS) Survey Grade Topographic Map by field survey verification to correlate the old ECI
map for a new Aerial Base Map for PEM in UTM's with all curb, gutter, buildings, and utilities, once the new wells are
installed and maintain the map for future contour maps or additions.
and,
2. Provide a PLS of elevations of all 14 MW's Top Of Casing's (TOC) in order to provide the Groundwater Contour Map
from the Data to be provided by PEM once the new wells are drilled and data obtained.
The construction at the site should be completed by about June 1, 2024, so the drilling of the new wells can begin shortly
thereafter would be the closest approximate time frame to start as Budget and Work Plan Approval for the whole project
must be approved by the State DEQ prior to commencement. If you have any questions, please feel free to give me a call
on my cell 801-971-3242.
I appreciate your timely response,
Bill
William Moore, PG
Certified UST Consultant CC-252
Environmental Scientist
Certified Soil & Groundwater Sampler GS-62
Pure Enviro Management, LLC
8(a) Certified | 2020 Utah SBA Office Award
USA | South Pacific Region
[phone] | [phone]
 [e-mail]
pureenviro.com
1594 South 1300 East | Spanish Fork | UT  84663
2021-08-10.4000122_NIM-05.ECI Site Plat.DERR-2021-019290.pdf
123K
PURCHASER’S NAME: William Moore, CC#252 CONSULTING FIRM: Pure Enviro Mgmt LLC (PEM)

QUOTES FOR SMALL PURCHASES FORM

For purchases costing more than $1,000 with a maximum total of $5,000, a certified consultant shall obtain a minimum of two
competitive quotes that include minimum specifications and shall purchase the item(s) from the responsible vendor offering the lowest
quote that meets the specifications. Price quotes can be obtained by email, fax, letter, or phone, and must be from a representative of
an established, viable vendor. Email and other written quotes should be attached to the form in accordance with Administrative
Services, Purchasing and General Services Rule R33-5-107.

VENDOR #1 VENDOR #2 VENDOR #3
VENDOR NAME: GPRS Earthview
SALES PERSON: DJ Hart Caden Roberts
E-MAIL ADDRESS: [e-mail] [e-mail]
PHONE NUMBER: 801-599-2115 385-242-6794
ADDRESS: POB 1409, Riverton, UT
DATE OF QUOTE: 2/13/2024 2/22/2024

QUANTITY UNIT DESCRIPTION OF PRODUCT(S)/SERVICE(S) TO BE PURCHASED VENDOR #1
QUOTE*
VENDOR #2
QUOTE*
VENDOR #3
QUOTE*
1 ea Initial Private Locate Prior to Construction $1025.00 $425.00
1 ea 2nd Private Locate about 2 mo. Later for well clearance $ 600.00 $270.00

(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL: $1625.00 $695.00 $ 0.00
*If delivery cost is not included in provided quote, add delivery cost as additional purchase item, as applicable.

COMMENTS:
SIGNATURE: DATE:

2/22/2024
GPRS is the nation’s premier company specializing in the detection of
underground utilities and underground storage tanks, video pipe inspection,
leak detection and the imaging of concrete structures. Our services enable
your projects to stay safe, on time and on budget.
GPRSINC.COM
SIM-CERTIFIED FIELD STAFF
Our SIM-Certified Project Managers are equipped with the latest technology, industry
leading training and a methodology that has produced over 99.8% accuracy on over
300,000 projects. Visit SIMSPEC.ORG today for details.
NATIONWIDE FOOTPRINT
GPRS is the largest company of our kind. With highly trained Project Managers
across America we can provide rapid response to your job site — wherever it
may be located.
CONSULTATIVE APPROACH
GPRS Project Managers are trained to help you remove barriers that could impact
your project being safe, on time and on budget. They provide industry-leading
deliverables such as CAD, 3D drawings, NASSCO reports, and a .KMZ and .PDF
map is included with every utility locating project which accelerates planning,
organizes operations and increases communication.
PROPOSAL
VISUALIZING THE BUILT WORLD
ABOVE AND BELOW GROUND
TM
Pure Enviro
Management, LLC

GPRSQUOTE-115560 v.1 Page 2 of 4
February 13, 2024
Client: Pure Enviro Management, LLC
Project Address: 8588 2700 S Magna, UT 84044
Quote Number: GPRSQUOTE­115560
GPRS Opportunity Name/Number: 239469
Submitted By:
DJ Hart
To schedule, please email:
[e-mail]
GPRS appreciates the opportunity to provide this proposal. We encourage you to visit our website (www.gprsinc.com) and contact any of
the numerous references listed. Our insurance certificate and W­9 can also be downloaded here. Please feel free to contact us if you have
any questions or need additional information. Visit  for an overview of our industry­leading best practices.
SCOPE OF WORK
Underground Utility:  We understand the scope of work on this project is to search for underground utilities in the areas defined by the
client which total approximately 10000 SQFT. We will attempt to trace any utilities for which structures are visible from the work area.
Utilities will be marked on the surface using paint, pin flags, or other appropriate means. The client will be responsible for providing
drawings or notifying GPRS of any utilities entering the work area for which there are no apparent surface features or structures visible from
the work area. To avoid additional charges, the areas should be laid out, marked, and cleared of obstructions before our arrival. Please visit
www.simspec.org for an overview of our industry­leading best practices that will be applied to this project.
GPRS is not responsible for housekeeping. Any debris, equipment, or other obstructions in the area at the time of scanning could potentially block out needed data.·
A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use
of the state One Call system (811).
·
All of our technicians have OSHA­10 safety training or greater. Site­specific safety training is not included in this quote. Please notify us if this project requires
additional safety training.
·
EQUIPMENT
Underground Scanning GPR Antenna.  This GPR Antenna uses frequencies ranging from 250 MHz to 450 MHz and is mounted in a stroller
frame that rolls over the surface. Data is displayed on a screen and marked in the field in real­time. The surface needs to be reasonably
smooth and unobstructed to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the efficacy of GPR.
The total effective scan depth can be as much as 8’ or more with this antenna but can vary widely depending on the soil conditions and
composition. Some soil types, such as clay, may limit maximum depths to 3’ or less. As depth increases, targets must be larger to be
detected, and non­metallic targets can be challenging to locate. The depths provided should always be treated as estimates as their
accuracy can be affected by multiple factors. For more information, please visit: Link
·
Electromagnetic Pipe Locator.  This receiver can passively detect the signals from live AC power or radio signals traveling along some
conductive utilities. Operators can connect a transmitter directly to accessible metallic pipes, risers, or tracer wires to generate a current
at a specific frequency. The receiver can then detect the resulting signal along the pipe or tracer wire. Various factors may impact this
device's effectiveness, including (but not limited to) access to the utility, conductivity, grounding, and interference from other utilities.
The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information,
please visit: Link
·
Traceable Rodder.  The rodder consists of a copper wire encased in fiberglass. This device is pushed through a pipe with direct access,
such as a sewer line at a cleanout or a storm drain catch basin. Operators then induce a current on the wire and trace the signal from the
surface. The maximum traceable depth is 10’ depending on the soil conditions, and the maximum distance is 200’. Inserting the rodder
into deeper pipes within manholes may not be feasible depending on site conditions. GPRS will not access electrical conduits. The signal is
not detectable through metallic pipes. For more information, please visit: Link
·
GPS.  This handheld unit offers accuracy down to 4 inches; however, the accuracy achieved will depend on the satellite environment at
the time of collection and is not considered survey­grade. Features can be collected as points, lines, or areas and then exported as a KML/
KMZ or overlaid on a CAD drawing. For more information, please visit: Link
·
GPRSQUOTE-115560 v.1 Page 3 of 4
Supporting Documentation
GPRSQUOTE-115560 v.1 Page 4 of 4
PROJECT COSTS
SERVICE DESCRIPTION
FIELD SERVICES Described on Page 2
JOB SUMMARY REPORT PDF including a brief description of equipment used, findings, limitations, and site photos sent at
the conclusion of every job.
GPS MAP Findings will be collected with GPS and displayed with an aerial image background. Results are
not survey­grade accuracy. See example: Link
SITEMAP® PERSONAL LICENSE Findings will be collected with GPS and made available on SiteMap to access the automated
deliverable PDF Map, KMZ, SHP files and map viewer access on SiteMap. Results are not survey­
grade accuracy. For more information, please visit: Link
TOTAL $1,025.00
GENERAL TERMS & CONDITIONS
This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the
“Terms and Conditions”) and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has
read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms
and Conditions, the Terms and Conditions will prevail. Customer also acknowledges that Ground Penetrating Radar Systems, LLC may,
from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions
as modified.
Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.1.
It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for
scanning, removing and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.
2.
GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land
surveying information. The customer acknowledges understanding that we are merely reporting retrieved data and that we do NOT provide geophysical,
geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed. Data collected during may
only be suitable for use within the scope of this proposal.
3.
If any work to be performed is within a road or street, unless specifically included by GPRS within this proposal, it is the customer’s responsibility to provide
adequate traffic control to allow GPRS’ personnel to safely and efficiently work in the road/street.
4.
Time­on­site in excess of 8­hours will be billed at overtime rates.5.
This price assumes that we will be given access to perform the work during normal, weekday business hours. Work performed outside of 6am­5pm Monday­
Friday will be billed at overtime rates.
6.
These rates assume that there are no certified payroll or prevailing wage requirements for this work. If GPRS receives notice that any of these conditions exist,
there will be additional costs.
7.
If this proposal is not accepted within 90 days of February 13, 2024, then the pricing may be subject to review.8.
If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500 per requested technician.9.
If your project is in WV, SD, NM, or HI: State sales tax is not included in the total on this proposal, but will be included on the invoice.10.
Payment Terms are Net 30; or as specified if a current Master Service Agreement is in place.11.
ACCEPTED AND AGREED
Print Name:_____________________ Signature:_____________________ Date:________________
Company Phone/Email:___________________________ PO #:___________ Job #:______________
GPRS is the nation’s premier company specializing in the detection of
underground utilities and underground storage tanks, video pipe inspection,
leak detection and the imaging of concrete structures. Our services enable
your projects to stay safe, on time and on budget.
GPRSINC.COM
SIM-CERTIFIED FIELD STAFF
Our SIM-Certified Project Managers are equipped with the latest technology, industry
leading training and a methodology that has produced over 99.8% accuracy on over
300,000 projects. Visit SIMSPEC.ORG today for details.
NATIONWIDE FOOTPRINT
GPRS is the largest company of our kind. With highly trained Project Managers
across America we can provide rapid response to your job site — wherever it
may be located.
CONSULTATIVE APPROACH
GPRS Project Managers are trained to help you remove barriers that could impact
your project being safe, on time and on budget. They provide industry-leading
deliverables such as CAD, 3D drawings, NASSCO reports, and a .KMZ and .PDF
map is included with every utility locating project which accelerates planning,
organizes operations and increases communication.
PROPOSAL
VISUALIZING THE BUILT WORLD
ABOVE AND BELOW GROUND
TM
Pure Enviro
Management, LLC

GPRSQUOTE-115570 v.2 Page 2 of 4
February 13, 2024
Client: Pure Enviro Management, LLC
Project Address: 8588 2700 S Magna, UT 84044
Quote Number: GPRSQUOTE­115570
GPRS Opportunity Name/Number: 239487
Submitted By:
DJ Hart
To schedule, please email:
[e-mail]
GPRS appreciates the opportunity to provide this proposal. We encourage you to visit our website (www.gprsinc.com) and contact any of
the numerous references listed. Our insurance certificate and W­9 can also be downloaded here. Please feel free to contact us if you have
any questions or need additional information. Visit  for an overview of our industry­leading best practices.
SCOPE OF WORK
Soil Boring:  We understand the scope of work on this project is to search for underground utilities in a 10’ radius around 7 soil bores. We
will attempt to trace any utilities for which structures are visible from the work area. Utilities will be marked on the surface using paint, pin
flags, or other appropriate means. The client will be responsible for providing drawings or notifying GPRS of any utilities entering the work
area for which there are no apparent surface features or structures visible from the work area. To avoid additional charges, the areas should
be laid out, marked, and cleared of obstructions before our arrival. Please visit www.simspec.org for an overview of our industry­leading
best practices that will be applied to this project.
GPRS is not responsible for housekeeping. Any debris, equipment, or other obstructions in the area at the time of scanning could potentially block out needed data.·
A thorough utility search can only be completed if GPRS is given access to all utility structures, interior and exterior. This service is never a replacement for the use
of the state One Call system (811).
·
All of our technicians have OSHA­10 safety training or greater. Site­specific safety training is not included in this quote. Please notify us if this project requires
additional safety training.
·
EQUIPMENT
Underground Scanning GPR Antenna.  This GPR Antenna uses frequencies ranging from 250 MHz to 450 MHz and is mounted in a stroller
frame that rolls over the surface. Data is displayed on a screen and marked in the field in real­time. The surface needs to be reasonably
smooth and unobstructed to obtain readable scans. Obstructions such as curbs, landscaping, and vegetation will limit the efficacy of GPR.
The total effective scan depth can be as much as 8’ or more with this antenna but can vary widely depending on the soil conditions and
composition. Some soil types, such as clay, may limit maximum depths to 3’ or less. As depth increases, targets must be larger to be
detected, and non­metallic targets can be challenging to locate. The depths provided should always be treated as estimates as their
accuracy can be affected by multiple factors. For more information, please visit: Link
·
Electromagnetic Pipe Locator.  This receiver can passively detect the signals from live AC power or radio signals traveling along some
conductive utilities. Operators can connect a transmitter directly to accessible metallic pipes, risers, or tracer wires to generate a current
at a specific frequency. The receiver can then detect the resulting signal along the pipe or tracer wire. Various factors may impact this
device's effectiveness, including (but not limited to) access to the utility, conductivity, grounding, and interference from other utilities.
The depths provided should always be treated as estimates as their accuracy can be affected by multiple factors. For more information,
please visit: Link
·
Traceable Rodder.  The rodder consists of a copper wire encased in fiberglass. This device is pushed through a pipe with direct access,
such as a sewer line at a cleanout or a storm drain catch basin. Operators then induce a current on the wire and trace the signal from the
surface. The maximum traceable depth is 10’ depending on the soil conditions, and the maximum distance is 200’. Inserting the rodder
into deeper pipes within manholes may not be feasible depending on site conditions. GPRS will not access electrical conduits. The signal is
not detectable through metallic pipes. For more information, please visit: Link
·
GPS.  This handheld unit offers accuracy down to 4 inches; however, the accuracy achieved will depend on the satellite environment at
the time of collection and is not considered survey­grade. Features can be collected as points, lines, or areas and then exported as a KML/
KMZ or overlaid on a CAD drawing. For more information, please visit: Link
·
GPRSQUOTE-115570 v.2 Page 3 of 4
Supporting Documentation
GPRSQUOTE-115570 v.2 Page 4 of 4
PROJECT COSTS
SERVICE DESCRIPTION
FIELD SERVICES Described on Page 2
JOB SUMMARY REPORT PDF including a brief description of equipment used, findings, limitations, and site photos sent at
the conclusion of every job.
GPS MAP Findings will be collected with GPS and displayed with an aerial image background. Results are
not survey­grade accuracy. See example: Link
SITEMAP® PERSONAL LICENSE Findings will be collected with GPS and made available on SiteMap to access the automated
deliverable PDF Map, KMZ, SHP files and map viewer access on SiteMap. Results are not survey­
grade accuracy. For more information, please visit: Link
TOTAL $600.00
GENERAL TERMS & CONDITIONS
This proposal is subject to the General Terms and Conditions for Services of Ground Penetrating Radar Systems, LLC posted at Link (the
“Terms and Conditions”) and is hereby incorporated by reference into and made a part of this proposal. Customer acknowledges it has
read and agrees to be bound by such Terms and Conditions. In the event of any conflict between the terms of this proposal and the Terms
and Conditions, the Terms and Conditions will prevail. Customer also acknowledges that Ground Penetrating Radar Systems, LLC may,
from time to time and at its discretion, modify the Terms and Conditions and Customer agrees to be bound by such Terms and Conditions
as modified.
Customer agrees to meet and perform all requirements described in this document and has fully read and understands all items listed within this document.1.
It is the customer’s responsibility to prepare the site for scanning, including clearly identifying areas to be scanned, securing access to all areas required for
scanning, removing and keeping these areas clear and free of obstructions. Delays caused by customer’s failure to do so may result in an increased price.
2.
GPRS does not conduct an investigation, analysis, or interpretation of soil composition, soil/concrete conditions, or geophysical, geological, engineering, or land
surveying information. The customer acknowledges understanding that we are merely reporting retrieved data and that we do NOT provide geophysical,
geological, engineering, or land surveying services. Customer should contact a professional in those fields if such services are needed. Data collected during may
only be suitable for use within the scope of this proposal.
3.
If any work to be performed is within a road or street, unless specifically included by GPRS within this proposal, it is the customer’s responsibility to provide
adequate traffic control to allow GPRS’ personnel to safely and efficiently work in the road/street.
4.
Time­on­site in excess of 8­hours will be billed at overtime rates.5.
This price assumes that we will be given access to perform the work during normal, weekday business hours. Work performed outside of 6am­5pm Monday­
Friday will be billed at overtime rates.
6.
These rates assume that there are no certified payroll or prevailing wage requirements for this work. If GPRS receives notice that any of these conditions exist,
there will be additional costs.
7.
If this proposal is not accepted within 90 days of February 13, 2024, then the pricing may be subject to review.8.
If for some reason the technician arrives on site and the work is cancelled there will be a charge of $500 per requested technician.9.
If your project is in WV, SD, NM, or HI: State sales tax is not included in the total on this proposal, but will be included on the invoice.10.
Payment Terms are Net 30; or as specified if a current Master Service Agreement is in place.11.
ACCEPTED AND AGREED
Print Name:_____________________ Signature:_____________________ Date:________________
Company Phone/Email:___________________________ PO #:___________ Job #:______________
Earthview Technology Inc.
PO Box 1409
Riverton, UT 84065 US
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management
1594 South 1300 East | Spanish Fork |
UT 84663
ESTIMATE #DATE
1058 02/22/2024
DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT
Ground Penetrating
Radar and subsurface
locate
8588 West 2700 South Magna, UT
84044
Subsurface locate
2 155.00 310.00
Travel 1 hour 1 115.00 115.00
We appreciate your business!TOTAL $425.00
Accepted By Accepted Date
Earthview Technology Inc.
PO Box 1409
Riverton, UT 84065 US
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management1594 South
1300 East | Spanish Fork |
UT 84663
ESTIMATE #DATE
1059 02/22/2024
DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT
Ground Penetrating
Radar and subsurface
locate
8588 West 2700 South Magna, UT
84044
2nd Subsurface locate for site
1 155.00 155.00
Subsurface locate Travel 1 hour 1 115.00 115.00
We appreciate your business!TOTAL $270.00
Accepted By Accepted Date
2/22/24, 3:49 PM Pure Enviro Management, LLC Mail - Request for Bid for PLS Base Map and Contour Map
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permmsgid=msg-a:r-7045269190194388144&simpl=msg-a:r-7045269190194…1/1
William Moore <[e-mail]>
Request for Bid for PLS Base Map and Contour Map
William Moore <[e-mail]>Thu, Feb 15, 2024 at 2:25 PM
To: Kevin Dawson <[e-mail]>
Cc: Tiare Stone <[e-mail]>, Gabe Reid <[e-mail]>
Bcc: William Moore <[e-mail]>
I am the new Utah Certified Consultant for the site on the attached map. ECI no longer has their initial data files to re-
create the maps needed. I am requesting Bids for an 11X17 Aerial Base Map and subsequent contour maps by a PLS:
1. Professional Land Surveyor (PLS) Survey Grade Topographic Map by field survey verification to correlate the old ECI
map for a new Aerial Base Map for PEM in UTM's with all curb, gutter, buildings, and utilities, once the new wells are
installed and maintain the map for future contour maps or additions.
and,
2. Provide a PLS of elevations of all 14 MW's Top Of Casing's (TOC) in order to provide the Groundwater Contour Map
from the Data to be provided by PEM once the new wells are drilled and data obtained.
The construction at the site should be completed by about June 1, 2024, so the drilling of the new wells can begin shortly
thereafter would be the closest approximate time frame to start as Budget and Work Plan Approval for the whole project
must be approved by the State DEQ prior to commencement. If you have any questions, please feel free to give me a call
on my cell 801-971-3242.
I appreciate your timely response,
Bill
William Moore, PG
Certified UST Consultant CC-252
Environmental Scientist
Certified Soil & Groundwater Sampler GS-62
Pure Enviro Management, LLC
8(a) Certified | 2020 Utah SBA Office Award
USA | South Pacific Region
[phone] | [phone]
 [e-mail]
pureenviro.com
1594 South 1300 East | Spanish Fork | UT  84663
2021-08-10.4000122_NIM-05.ECI Site Plat.DERR-2021-019290.pdf
123K
PURCHASER’S NAME: William Moore, CC#252 CONSULTING FIRM: Pure Enviro Mgmt LLC (PEM)

QUOTES FOR SMALL PURCHASES FORM

For purchases costing more than $1,000 with a maximum total of $5,000, a certified consultant shall obtain a minimum of two
competitive quotes that include minimum specifications and shall purchase the item(s) from the responsible vendor offering the lowest
quote that meets the specifications. Price quotes can be obtained by email, fax, letter, or phone, and must be from a representative of
an established, viable vendor. Email and other written quotes should be attached to the form in accordance with Administrative
Services, Purchasing and General Services Rule R33-5-107.

VENDOR #1 VENDOR #2 VENDOR #3
VENDOR NAME: Johnson Engineering Inc. Meridian Engineering Inc
SALES PERSON: Dave Johnson Travis Williams
E-MAIL ADDRESS: [e-mail] [e-mail]
PHONE NUMBER: 801-787-4569 801-569-1315
ADDRESS: 4436 S 1025 E., SLC, UT 1628 W 11010 S., South Joran, UT
DATE OF QUOTE: 2/13/2024 3/11/2024

QUANTITY UNIT DESCRIPTION OF PRODUCT(S)/SERVICE(S) TO BE PURCHASED VENDOR #1
QUOTE*
VENDOR #2
QUOTE*
VENDOR #3
QUOTE*
1 ea I am the Utah Certified Consultant for the site on the attached
map. ECI no longer has their initial data files to re-create the
maps needed. I am requesting Bids for an 11X17 Aerial Base
Map and subsequent contour maps by a PLS:

1. Professional Land Surveyor (PLS) Survey Grade
Topographic Map by field survey verification to correlate the
old ECI map for a new Aerial Base Map for PEM in UTM's with
all curb gutter, buildings, and utilities, once the new wells are
installed and maintain the map for future contour maps or
additions.

$1,000.00 $3,350.00
1 ea 2. Provide a PLS of elevations of all 14 MW's Top Of Casing's
(TOC) in order to provide the Groundwater Contour Map from the
Data to be provided by PEM once the new wells are drilled and data
obtained. Data will be provided from prior reports on TOC or
remaining and previous UTS's.

The construction at the site should be completed by about June 1,
2024, so the drilling of the new wells can begin shortly thereafter
would be the closest approximate time frame to start as Budget and
Work Plan Approval for the whole project must be approved by the
State DEQ prior to commencement. If you have any questions, please
feel free to give me a call on my cell 801-971-3242.

$ 1,000.00 $780.00

(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL: $2,000.00 $4,130.00 $ 0.00
*If delivery cost is not included in provided quote, add delivery cost as additional purchase item, as applicable.

COMMENTS:
SIGNATURE: DATE:

3/11/2024

Meridian Engineering, Inc. | 1 of 4

1628 West 11010 South, Suite 102
South Jordan, UT 84095

T 801.569.1315 · F 801.569.1319
www.MEIamerica.com

March 11, 2024

Pure Enviro Management, LLC
1594 South 1300 East
Spanish Fork, Utah 84663

Attention: Williams Moore

Re: Topographic Survey for 8588 West 2700 South in Magna, Utah.
Subject: Proposal to Provide Professional Surveying Services

Pursuant to your request that Meridian Engineering, Inc. (Meridian) provide Surveying
Services on the above referenced project, we respectfully offer the attached Scope of Work
Services with associated fees.

Meridian appreciates this opportunity to provide this proposal. If you need any additional
information or clarification per this scope of work, please don’t hesitate to contact me.

Respectfully,

Travis Williams, Survey Project Manager
Meridian Engineering, Inc.
Ph: [phone]
Fax: [phone]

cc: Michael Nadeau, PLS

Meridian Engineering, Inc. | 2 of 4

SCOPE OF WORK

1) TOPOGRAPHIC SURVEY - Task items include:
a. Establish a horizontal and vertical control point adjacent to the site (rebar & cap, or nail and
washer stamped Meridian Eng). Vertical and Horizontal control will be referenced to Utah
County benchmark monuments and elevations.
b. Contours will be mapped at 1'-0" intervals except for grades in excess of 10%. Contour interval
will be 2'-0" for sites with grade in excess of 10%.
c. All adjacent roadways fronting the property, surface utility features (hydrants, valves and
manholes), surface improvements, buildings, canals or ditches, trees with a 6" diameter trunk
or larger, fences, and major grade breaks visible at the time of the survey will be shown on
the map. The surveyed area will extend 10' beyond the site boundaries except as needed to
complete control ties and locations of adjacent utility lines.
d. Surface features of utilities will be located only, inverts are not part of this scope of work.
e. Spot elevations will be shown on the map at existing structures, curbs, road centerline, and
abrupt grade breaks if necessary, to delineate the site topography.
f. Large (dense) areas of trees or thick brush will be outlined.
g. Mapping of wetlands is not included as a part of this proposal.
h. Mapping of test holes or environmental borings are not included unless these are completed
before the topographic survey. New improvements completed, or features requested after the
field work is completed will be surveyed at the written request of the Client at the hourly rates
indicated below.
i. Meridian will provide a current AutoCAD drawing of the above survey information for the site
development of the subject parcel.

2) LOCATING MONITORING WELL’S - Task items include:
a. Fourteen (14) monitoring wells will be located and Top Of Casing’s (TOC) elevations will be
provided. Meridian will coordinate access with client prior to surveying said TOC’s.
b. Meridian will provide a current AutoCAD drawing of the above survey information along with
.csv point file.

Meridian Engineering, Inc. | 3 of 4

PROJECT FEE
Meridian proposes to provide the above defined scope of work services for a lump sum price
shown below. The breakdown of our costs is as follows:
TASK FEE SCHEDULE

1) Topographic Survey
(a) Field Survey $ 2,000
(b) Drafting, topographic labeling & QC $ 1,350
Task 1 Total $ 3,350

2) Locating Monitoring Well’s
(a) Field Survey $ 600
(b) Drafting, topographic labeling & QC $ 180
Task 2 Total $ 780

Total $ 4,130

PROJECT SCHEDULE
Upon notice to proceed (NTP), Meridian will immediately schedule the field work for this project.
Meridian’s current workload has our field crews 2-3 weeks before a crew can be onsite. Meridian
will deliver the final topographic survey 5 business days from the completion of the field work. Top
of Casing information will be provided once client coordinates access.

Meridian Engineering, Inc. | 4 of 4

PROJECT LOCATION

Note: Survey Area will include the subject parcel and adjoining streets. The area shown hereon
is approximate.
PROJECT LOCATION:
8588 West 2700 South
Magna, Utah
3/12/24, 11:58 AM Pure Enviro Management, LLC Mail - Request for Base Map and Contour Map Bids
https://mail.google.com/mail/u/0/?ik=2e4088cbb9&view=pt&search=all&permmsgid=msg-f:1790986929582212648&simpl=msg-f:1790986929582212…1/1
William Moore <[e-mail]>
Request for Base Map and Contour Map Bids
David Johnson <[e-mail]>Thu, Feb 15, 2024 at 10:30 AM
To: William Moore <[e-mail]>
Cc: Tiare Stone <[e-mail]>, Gabe Reid <[e-mail]>
Bill,

I can collect additional topographic data and casing elevations for $1,000.00

I can create base map, groundwater contour map/exhibit for $1,000.00.

Hi Gabe! Hope all is well.

David Johnson PE, PLS, MBA
President

JOHNSON ENGINEERING, INC.
4436 S. 1025 E.
Salt Lake City, Utah 84124

Phone: [phone]
E-mail: [e-mail]
Website: www.johnsonengineeringinc.com

This message is property of JOHNSON ENGINEERING, INC. and contains confidential information that is intended only for the
individual or entity to which this message is addressed. If you are not the named addressee you should not use, copy or disclose
this e-mail or attachements in whole or in part. Please notify the sender immediately by e-mail if you have received this e-mail by
mistake and delete this e-mail from your system.
[Quoted text hidden]
SCOPE OF WORK: Please provide an updated bid to perform the following: Auger, install 7 new 2" PVC Monitoring Wells with pre-
packed well screens to 20' bgs, bentonite seal, flush surface finishings in a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during over excavation, and 2 New MW's outside the property boundaries.
The replacement wells should not need sampling as they are in areas of over excavation where the old ones were destroyed and will
have only backfill material. The two new wells PEM will be on-site to log geologic features, screen a with PID and sample as they are
drilled. The Bids should be good for at least 180 days to allow time for State Budget approval and other work to be completed that
Salt Lake County is requiring.

DRILLING BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed
bids. This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping
fees, equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: Earthcore Drilling Inc. CONTACT PERSON: Dan Strickland
ADDRESS: PO Box 1727, Draper, UT 84020 DATE OF BID: 09/13/2023
PHONE NUMBER: Dan C-801-209-7405; O-801-954-8384 EXPIRATION DATE OF BID: 6 Mo.

DRILL RIG TYPE: Auger
DRILL CONFIGURATION:

DESCRIPTION QUANTITY UNIT COST PER
UNIT
UNIT
TOTAL
Mobilization and demobilization 1 job $1,400.00/LS $1,400.00
Private utility location PEM job PEM
Site access control (fencing) N/A ft
Traffic control (barricades and signage) N/A job
Daylighting (hand auger) N/A each
Daylighting (water knife, vac truck) N/A each
Drums N/A each
Boring installation, sampling, and abandonment each
2-in well installation, sampling, and completion 140 FT $157.00 $21,980.00
4-in well installation, sampling, and completion each
Well development 7 each Included Included
Decontamination 2 each Included Included

(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE: $23,380.00

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company): Earchcore Drilling Inc.
Submitted by (Signature): See Attached email.
Submitted on (Date): 09/13/2023

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.

Reviewed by (Consultant Signature):
Reviewed on (Date): 09/13/2023
Earthcore P.O Box 1727
Draper, Utah 84020
Phone [phone] Cell 801-209-7405
Drilling Inc.

September 13, 2023 William Moore, PG Pure Enviro Management, LLC [phone] | [phone] [e-mail] pureenviro.com 1594 South 1300 East | Spanish Fork | UT 84663

Subject: 2-inch Pre-Packed Monitor Well Installation Magna Mini Mart Project Magna, Utah Proposal: # 92301 Dear Mr. Moore As requested, Earthcore Drilling is pleased to submit this proposal to conduct well drilling services at the site referenced above. Services will be conducted in accordance with the following Scope of Work:
• Auger drill and install seven (7) 2" PVC Monitoring wells with pre-packed well screens to the approximate depth of 20- feet each bgs with 15- feet of PVC pre-packed screen and 7-inch flush mount completions. It is estimated that the project can be completed in approximately 4- working days. Item Estimated Quantity Units Description Unit Price Extended Total
1 1 Lump Sum Mob-Demob/ Support Equipment $ 1,400.00/L.S $1,400.00
2 140 Foot Auger Drill and Installation 2-Inch Pre Packed wells Installed $ 157.00/foot $ 21,980.00

*ESTIMATED TOTAL $23,380.00
• Quantities and totals are estimates and are for proposal purposes only. Actual work performed will be charged to the Company on a “unit cost basis” in accordance with the fee schedule as outlined above. If you have any questions regarding this proposal, please feel free to contact me at [phone], Cell [phone] Thank You DAN STRICKLAND
SCOPE OF WORK: Please provide an updated bid to perform the following: Auger, install 7 new 2" PVC Monitoring Wells with pre-
packed well screens to 20' bgs, bentonite seal, flush surface finishings in a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during over excavation, and 2 New MW's outside the property boundaries.
The replacement wells should not need sampling as they are in areas of over excavation where the old ones were destroyed and will
have only backfill material. The two new wells PEM will be on-site to log geologic features, screen a with PID and sample as they are
drilled.

DRILLING BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed
bids. This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping
fees, equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: ConeTec CONTACT PERSON: Shawn Steiner
ADDRESS: 3750 West 500 South, Salt Lake City, UT 84104 DATE OF BID: 12/11/2023
PHONE NUMBER: 801-598-6500 EXPIRATION DATE OF BID: 6 Mo.

DRILL RIG TYPE: Track Mounted Hollow Stem Auger
DRILL CONFIGURATION:

DESCRIPTION QUANTITY UNIT COST PER
UNIT
UNIT
TOTAL
Mobilization and demobilization Drill Rig 4 job $325.00 $1,300.00
Private utility location PEM job PEM
Site access control (fencing) N/A ft
Traffic control (barricades and signage) N/A job
Daylighting (hand auger) N/A each
Daylighting (water knife, vac truck) N/A each
Drums each
Boring installation, sampling, and abandonment each
2-in well installation, sampling, and completion each See Itemization
in actual Bid
See Itemization in
actual Bid
4-in well installation, sampling, and completion each
Well development 28 Hr. $275.00 $7,700.00
Decontamination 2 each $250.00 $500.00
Coring Concrete/Asphalt for Monitor Wells 7 Cost +15% $2,500.00 $2,500.00
each See itemization
in actual Bid
See Itemization in
actual Bid
each

(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE: $37,040.00

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company): ConeTec
Submitted by (Signature): See Attached email.
Submitted on (Date): 11/21/2023

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.

Reviewed by (Consultant Signature):
Reviewed on (Date): 12/12/2023
Price Quotation
Contact:Bill Moore Quote No.:O-23-60-19794
Firm:Pure Enviro Management, LLC Revision No.:0
Address:1594 South 1300 East
Spanish Fork, UT 84663
Telephone:[phone] Cell: [phone]
E-mail:[e-mail]
Date:December 11, 2023
Site:Monitor Well Installation at Former Magna Mart (Site 4000122 NIM) in Magna, Utah
SCOPE OF WORK
The following outlines our understanding of the proposed scope of work:
● Drill and install seven (7) monitor wells to a depth of 20 feet or refusal using conventional hollow stem auger drilling
techniques. Five of the monitor wells are replacement wells to replace wells previously removed due to excavation
activities at the site and two of the monitor wells are new monitor wells.
● Sample at 5-foot intervals the two new monitor well borings using conventional split-spoon sampler. No sampling is required
at the replacement monitor well locations.
● Install 2-inch diameter monitor wells in each boring. The monitor wells are to be constructed with Sch. 40, PVC casing with
0.010-inch factory slotted pre-packed screen installed from 2.5 to 20 feet. The borehole annulus is to be backfilled with 10/20
silica sand to 1-foot above the top of the screen followed with a bentonite chip seal to 1 foot below ground surface.
● Each monitor well is to be completed a 8-inch diameter flush mount well cover set in concrete from the ground surface to
1 foot below ground surface.
● Develop each well until 3 wells volumes have been removed from the well or the well is bailed dry.
● Drill cuttings are to be placed in 55-gallon drums and disposed of off-site.
● Decontaminate the drilling and sampling equipment between the monitor wells. The decontamination water can be
released to the ground surface.
● All monitor well locations are located in concrete pavement and will required to be cored prior to beginning the drilling.
● All boring locations are accessible to our track mounted drill rig with no overhead restrictions exist at the boring locations.
PROJECT COSTS
we have assumed that each monitor well will take an average of 4 hours per well to develop.
Rate Unit Est. Qty.
Mob/Demob - Track Mounted Drill Rig 325.00$ Hr. 4
Daily Crew Travel - Applicable when rig is left onsite overnight. 175.00$ Hr. 0
HSA Drilling, Sampling & MW Installation 350.00$ Hr. 20
Support Truck 250.00$ Day 2
Steam Cleaner 250.00$ Day 2
Drill Rig Standby 300.00$ Hr. 0
2-in. x 5-ft., Sch. 40, Pre-Packed PVC Well Screen 175.00$ Ea. 14
2-in. x 5-ft., Sch. 40, PVC Well Casing 57.50$ Ea. 0
2-in. x 10-ft., Sch. 40, PVC Well Casing 79.50$ Ea. 7
2-in., Sch. 40, PVC Threaded Bottom Cap 15.00$ Ea. 7
2-in. PVC Locking Cap 35.00$ Ea. 7
10/20 Silica Sand (50# Bag) 25.00$ Ea. 35
Bentonite Chips (50# Bag) 15.00$ Ea. 24
7-in. Flush Mount Well Cover 97.50$ Ea. 7
Concrete Mix (80# Bag) 12.50$ Ea. 21
55-Gallon Drums 145.00$ Ea. 12
-$
The following table outlines our unit pricing for performing the drilling and well installation as outlined above. For estimating
1,300.00$
7,000.00$
500.00$
500.00$
-$
Item Est. Total
Track Mounted Hollow Stem Auger Drill Rig
105.00$
245.00$
875.00$
2,450.00$
360.00$
262.50$
682.50$
-$
556.50$
1,740.00$
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%.
Pure Enviro Management, LLC Quote No.: O-23-60-19794
December 11, 2023 Page 2 of 2
PROJECT COSTS, Continued
Rate Unit Est. Qty.
Mob/Demob - Well Development Truck 250.00$ Hr. 6
Well Development 275.00$ Hr. 28
Well Development Incidental Supplies 500.00$ LS 1
Rental Well Development Pump including any repairs
Subcontracted Laboratory Testing Services for IDW Characterization
IDW Disposal
Subcontracted Concrete Coring Services
Estimated Total:
5% Fuel Surcharge:
Estimated Grand Total:
Notes:● The client is responsible for calling in all utility locates and providing confirmation numbers a minimum
of 3 working days prior to mobilization.
● ConeTec will perform the drilling at the locations as marked by the client where it is safe and possible
for rig setup.
● Any boring locations located within 10 feet of any marked utilities may require pre-clearance of the
boring. 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.
● Effective January 1, 2023, Utah Rules and Regulations, require that any well installed to any depth
to be permitted with the Utah Division of Water Rights. The client will be responsible for submitting
the monitor well installation application with the UDW R prior to mobilization to the project and provide
the driller start card to ConeTec a minimum of 3 workings days prior to mobilization. No wells will be
installed by ConeTec without the completed application and required start card.
Cost+15% 1,000.00$
3,500.00$ Cost+15%
Track Mounted Hollow Stem Auger Drill Rig, Continued
Item Est. Total
37,040.33$
35,276.50$
1,763.83$
2,500.00$ Cost+15%
3,500.00$ Cost+15%
,
7,700.00$
500.00$
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 March 2016
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 March 2016
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 March 2016
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:__________________________________________
SCOPE OF WORK: Please provide an updated bid to perform the following: Auger, install 7 new 2" PVC Monitoring Wells with pre-
packed well screens to 20' bgs, bentonite seal, flush surface finishings in a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during over excavation, and 2 New MW's outside the property boundaries.
The replacement wells should not need sampling as they are in areas of over excavation where the old ones were destroyed and will
have only backfill material. The two new wells PEM will be on-site to log geologic features, screen a with PID and sample as they are
drilled. The Bids should be good for at least 180 days to allow time for State Budget approval and other work to be completed that
Salt Lake County is requiring.

DRILLING BID FORM

For purchases costing more than $5,000, a certified consultant shall obtain and evaluate a minimum of three valid, written, signed
bids. This Bid Form should be attached to the associated Cost Proposal for DERR approval. Bids shall include all labor, materials, tipping
fees, equipment, and cleanup as applicable.

CONSULTING FIRM: Pure Enviro Management LLC (PEM) CONTACT PERSON: William Moore, CC#252
SITE NAME: Magna Mart to become Drink Shop 4000122 NIM SITE LOCATION: 8588 W Main St., Magna, UT

CONTRACTING COMPANY: Direct Push Services LLC CONTACT PERSON: Sean Bromley
[e-mail]
ADDRESS: PO Box 25784, SLC, UT 84125 DATE OF BID: 11/21/2023
PHONE NUMBER: Sean M-801-230-1721; Chad 801-372-3587 EXPIRATION DATE OF BID: 6 Mo.

DRILL RIG TYPE: 2- Track Probe Rigs
DRILL CONFIGURATION:

DESCRIPTION QUANTITY UNIT COST PER
UNIT
UNIT
TOTAL
Mobilization and demobilization 2 job $200.00 $400.00
Private utility location PEM job PEM
Site access control (fencing) N/A ft
Traffic control (barricades and signage) N/A job
Daylighting (hand auger) N/A each
Daylighting (water knife, vac truck) N/A each
Drums 7 each $130.00 $910.00
Boring installation, sampling, and abandonment each
2-in well installation, sampling, and completion 7 each $850.00 $5,950.00
4-in well installation, sampling, and completion each
Well development 7 each Included Included
Decontamination 2 each $250.00 $500.00
Coring Concrete/Asphalt for Monitor Wells 7 each $110.00 $770.00
Track Probe Rig 2 each $2,250.00 $4,500.00
MC 60” Liners 28 each $13.00 $364.00

Amended to include replacement of MW#8 Well Can 1 each $275.00 $275.00

(To update TOTAL, right click in TOTAL column and select Update Field) TOTAL COST ESTIMATE: $13,669.00

The Contractor hereby certifies the truthfulness and accuracy of the bid information provided. Failure to sign this form will result
in the rejection of this bid.
Submitted by (Contracting Company): Direct Push Services LLC
Submitted by (Signature): See Attached email.
Submitted on (Date): 11/21/2023

The Utah certified consultant hereby certifies the integrity of the submitted bid and that the information provided on this form
is complete. Failure to sign this form will result in the rejection of this bid.

Reviewed by (Consultant Signature):
Reviewed on (Date): 1/27/2024
20-1339913 | www.directpushservices.com
Direct Push Services LLC
PO Box 25784
Salt Lake City, UT 84125
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management
LLC
1594 South 1300 East |
Spanish Fork | UT 84663
ESTIMATE #180802
DATE 11/21/2023
EXPIRATION DATE 06/30/2024

P.O. NUMBER SALES REP
7 2" monitoring wells Sean Bromley
DATE ACTIVITY QTY RATE AMOUNT
Track Probe Rig 2 2,250.00 4,500.00
Mob/Demob 2 200.00 400.00
Decon 2 250.00 500.00
MC 60" liners 28 13.00 364.00
2" monitoring well materials with 10' Pre-screen, 10' riser,
bottom caps, slip caps, sand, bentonite, flush mount.
7 850.00 5,950.00
Coring concrete/asphalt for monitoring wells.7 110.00 770.00
55 Gallon drums for Auger cuttings 7 130.00 910.00
Restore Existing monitoring well #8 flush mount by removal
and replace.
1 275.00 275.00

Auger, install 7 new 2" PVC Monitoring Wells with pre-packed
well screens to 20' bgs, bentonite seal, flush surface finishings in
a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of
the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during
over excavation, and 2 New MW's outside the property
boundaries. The replacement wells should not need sampling as
they are in areas of over excavation where the old ones were
destroyed and will have only backfill material. The two new wells
PEM will be on-site to log geologic features, screen a with PID
and sample as they are drilled.
Replace Damaged well can on Well #8.
location: former Magna Mart, 8588 West 2700 South, Magna,
Utah. Facility Identification No. 4000122, Release Site NIM
TOTAL $13,669.00
20-1339913 | www.directpushservices.com
Accepted By Accepted Date
20-1339913 | www.directpushservices.com
Direct Push Services LLC
PO Box 25784
Salt Lake City, UT 84125
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management
LLC
1594 South 1300 East |
Spanish Fork | UT 84663
ESTIMATE #180802
DATE 11/21/2023
EXPIRATION DATE 06/30/2024

P.O. NUMBER SALES REP
7 2" monitoring wells Sean Bromley
DATE ACTIVITY QTY RATE AMOUNT
Track Probe Rig 2 2,250.00 4,500.00
Mob/Demob 2 200.00 400.00
Decon 2 250.00 500.00
MC 60" liners 28 13.00 364.00
2" monitoring well materials with 10' Pre-screen, 10' riser,
bottom caps, slip caps, sand, bentonite, flush mount.
7 850.00 5,950.00
Coring concrete/asphalt for monitoring wells.7 110.00 770.00
55 Gallon drums for Auger cuttings 7 130.00 910.00
Restore Existing monitoring well #8 flush mount by removal
and replace.
1 275.00 275.00

Auger, install 7 new 2" PVC Monitoring Wells with pre-packed
well screens to 20' bgs, bentonite seal, flush surface finishings in
a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of
the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during
over excavation, and 2 New MW's outside the property
boundaries. The replacement wells should not need sampling as
they are in areas of over excavation where the old ones were
destroyed and will have only backfill material. The two new wells
PEM will be on-site to log geologic features, screen a with PID
and sample as they are drilled.
Replace Damaged well can on Well #8.
location: former Magna Mart, 8588 West 2700 South, Magna,
Utah. Facility Identification No. 4000122, Release Site NIM
TOTAL $13,669.00
20-1339913 | www.directpushservices.com
Accepted By Accepted Date
20-1339913 | www.directpushservices.com
Direct Push Services LLC
PO Box 25784
Salt Lake City, UT 84125
[phone]
[e-mail]
Estimate
ADDRESS
Pure Enviro Management
LLC
1594 South 1300 East |
Spanish Fork | UT 84663
ESTIMATE #180802
DATE 11/21/2023
EXPIRATION DATE 06/30/2024

P.O. NUMBER SALES REP
7 2" monitoring wells Sean Bromley
DATE ACTIVITY QTY RATE AMOUNT
Track Probe Rig 2 2,250.00 4,500.00
Mob/Demob 2 200.00 400.00
Decon 2 250.00 500.00
MC 60" liners 28 13.00 364.00
2" monitoring well materials with 10' Pre-screen, 10' riser,
bottom caps, slip caps, sand, bentonite, flush mount.
7 850.00 5,950.00
Coring concrete/asphalt for monitoring wells.7 110.00 770.00
55 Gallon drums for Auger cuttings 7 130.00 910.00

Auger, install 7 new 2" PVC Monitoring Wells with pre-packed
well screens to 20' bgs, bentonite seal, flush surface finishings in
a Metal Road Box, and develop the wells. Be sure to leave
sufficient distance from the top of the PVC pipe to the bottom of
the flush lids to accommodate and include standard MW tight
fitting MW plugs.
Five of these MW's are replacements for ones destroyed during
over excavation, and 2 New MW's outside the property
boundaries. The replacement wells should not need sampling as
they are in areas of over excavation where the old ones were
destroyed and will have only backfill material. The two new wells
PEM will be on-site to log geologic features, screen a with PID
and sample as they are drilled.
location: former Magna Mart, 8588 West 2700 South, Magna,
Utah. Facility Identification No. 4000122, Release Site NIM
TOTAL $13,394.00
20-1339913 | www.directpushservices.com
Accepted By Accepted Date