Scope of Work.pdf

SCOPE OF WORK

Department of Technology, Management and Budget

2025 TANK AND SOIL REMOVAL ISID RFP

A. PROJECT OBJECTIVES

The Department of Great Lakes, Environment Energy (EGLE) is seeking proposals to retain services to assist with the removal of tanks and sources of contamination associated with releases from former underground storage tank (UST) systems and other contaminant sources at multiple sites across the State. The actual number of sites is unknown, but it is anticipated that there will be several sites within the geographic boundaries of each of the following ten EGLE Remediation and Redevelopment Division (RRD) District/Field offices; Upper Peninsula District, Gaylord Field Office, Cadillac District Office, Bay City District Office, Lansing District Office, Detroit District Office, Warren District Office, Kalamazoo District Office, Jackson District Office, and Grand Rapids District Office.

The Upper Peninsula District Office will be split into an eastern and western area. All counties west of Delta and Alger counties will be considered the western upper peninsula for assignments and bidding purposes.

A list of the EGLE district offices and counties within each district boundary can be found at: EGLE District Boundaries and Office Locations.

The objectives are to remove sources of contamination (e.g. contaminated soil, USTs, pipes, pump islands etc.)

from the environment and sample soil/groundwater/soil vapor to determine the effectiveness of the source removal actions.

Work will only be performed where EGLE has signed access. No work will be conducted in road rights-of-way, easements, utility corridors, etc., unless the contractor or EGLE has obtained signed access and/or any required permits. Copies of all signed access agreements and permits, if applicable, will be supplied to the contractor. If the contractor obtains access and/or permit, a copy will be supplied to EGLE.

The State currently does not anticipate that the tank removal or excavations will be implemented on operating UST systems. There may be sites that have been redeveloped into operating facilities with abandoned USTs and the State of Michigan may utilize this contract on those types of sites.

Site photographs along with the documentation will be required at each site and must include photographs before, during and after on-site work and when the site restoration is complete and will be included as part of the Construction/Removal Report.

The following describes the required elements and services at each site in more detail.

1. PROJECT ADMINISTRATION AND SITE VISIT

These items cover project management including site visit(s).

1a. Project Administration Includes the tasks to manage the project such as meetings, invoicing and contacting Miss Dig, establishing the safe storage and handling of all equipment and supplies, health and safety plan (HASP) preparation, and if site conditions warrant, or required by the regulating local government or the Michigan Department of Transportation (MDOT), obtaining all required signage. Project administration will include obtaining any permits necessary to complete site work, which may include, but are not limited to, MDOT right-of-way permits, county right-of-way permits, soil erosion and sedimentation control, landfill acceptance, and waste identification. This line item also includes the tasks to manage the construction phase of the project such as construction planning, communication, progress meetings, management of costs, quality, schedule, safety, administration and close out documentation.

https://experience.arcgis.com/experience/93125469eef146fd84fc0b613e3a79b5/page/Project-Viewer/

2. PROFESSIONAL SERVICES

These items cover all professional services performed under this contract.

2a. Site Visit Includes time, costs, and travel expenses for the contractor to conduct site visit(s) to become familiar with the site, meet with EGLE, local government or subcontractor representatives to plan the specifics of the site work. A maximum of 3 site visits will be allowed.

2b. Engineering Design/Excavation Plans/Drawings

Includes all time, equipment, labor, and materials to develop/prepare excavation plans and drawings to ensure the professional, state project manager, and all have a clear understanding of the work to be completed. The excavation plans should include, at a minimum, a written description of what material is being removed, what the anticipated dimensions of the excavation will be, how the banks will be stabilized, an estimated quantity of material to be removed, where the material will be disposed of, and how the actual quantity will be determined. The drawings should include, at a minimum, the excavation plan in both vertical and plan view, sloping or bank stabilization, and disposal routes. Assume that one draft and one final copy of the Excavation Plans/Drawings will be required. It can also be assumed that 1 final copy will be submitted through RRD’s Remediation Information Data Exchange (RIDE).

2c. UST Removal/Excavation Oversight

Includes all activities and costs needed to perform all fieldwork for construction oversight. The contractor will be required to provide documentation of the material being removed, collection of measurements for mapping, collection of any verification samples, signing of manifests on behalf of the State of Michigan, taking photographs for documentation, and providing communication to the state project manager and the construction crew(s). Assume an 8-hour workday unless prior arrangements have been made with the EGLE PM and the property owner.

2d. Construction/Removal Report Includes all activities and costs needed to prepare and complete a detailed report discussing, documenting, and outlining all site/construction work completed. This report will include, at a minimum, text, figures, and tables to document the site activities, including contaminant removal location(s) and sample location(s). The figures shall contain “as built” drawings that will show all actual work completed on site and site features after site activities.

These drawings will include, at a minimum, locations of removed UST(s) and associated piping if present, excavation outlines/locations, depths of excavation, sample locations, and any groundwater monitoring well/soil vapor pin locations. The drawings shall be submitted to EGLE in RIDE and electronically in CADD or GIS (shapefile) format if requested. Site photographs will be required at each site and must include photographs before on-site work is initiated and after on-site work and site restoration are completed. The report shall conform to industry standards for a construction/removal report prepared by an environmental professional.

2d1. Test Pit Tech Memo Includes all activities and costs needed to prepare, complete and submit a detailed report discussing the test pitting operation for each site that will include:

o Background information of the site provided by the district project manager.

o daily field logs o pictures of the test pitting operation and the uncovered tanks o GPS coordinates of tanks (center and both ends) o Scaled drawing/image of the site with the tanks outlined on the image with their dimensions, volume, composition and contents (if applicable) in an adjacent call out box or in the key.

2e. Notification to Remove and UST Registration Includes all activities and costs needed to register any unregistered USTs that are found onsite and provide the notification to remove the USTs to the appropriate regulatory agency. All work done under this item will be in accordance with Part 211 of the Natural Resources and Environmental Protection Act (NREPA), 1994 Public Act 451, as amended.

2f. UST Removal (Part 211) Site Assessment and Reporting Includes all activities and costs needed to perform the site assessment sampling and reporting that is outlined in Part 211 of NREPA and the UST Rules, Rule R29.2155. The report will be submitted to the appropriate regulatory agency and EGLE. All samples, except waste characterization samples, will go to the state laboratory and costs of analysis should not be included in the proposal. For waste characterization samples, the DB Entity can select the laboratory (those will not go to the EGLE laboratory) and the costs will be reimbursed using the Provisionary Allowance when the receipt of analysis is provided to the contract manager.

2g. Monitoring Well Abandonment Includes all activities and costs needed to properly seal any monitoring wells that may be obstructing site work or as requested by the state project manager. All monitoring wells shall be abandoned in general accordance with ASTM International Standard D5299. Assume all monitoring wells will be 2-inch diameter, and the casing will be cut approximately one foot below ground. The well will be sealed by filling the remaining space with a bentonite grout starting at the bottom of the well using a tremie pipe, removing the well with an excavator if it is within the excavation footprint or using bentonite chips as appropriate. If there is 20’ or less of groundwater in the well casing bentonite pellets may be used to abandon the well. If there is more than 20’ of groundwater in the well casing, the contractor shall use Pell Plug to seal and abandon the well.

2h. Monitoring Well Installation-Hollow Stem Auger

Includes all activities, equipment and costs needed to install groundwater monitoring wells for the long-term monitoring of the groundwater. All monitoring wells shall be installed in general accordance with ASTM International Standard D5092. Assume all monitoring wells will be constructed of 2-inch polyvinyl chloride (PVC) casing and a 5-foot-long screen. For the pricing, it can be assumed that the casing will be schedule 40 PVC and completed with a flush mount and a watertight cap. The boring annulus will be filled with a sand/gravel pack to approximately one foot above the screen and the gravel pack will be topped with a 6-inch bentonite pellet collar. Above the bentonite pellet collar, the annular space will be filled with a neat cement or grout. Assume the wells will be installed with a 4.25” inner diameter hollow stem augers. Well logs and lithologic logs, with any olfactory or visual observations of contamination, will be digitally prepared using industry standard software for all wells installed. An example log is attached for reference. The well logs shall be submitted to the EGLE project manager.

2i. Mobilization and Demobilization of Hollow Stem Auger Drilling Equipment Includes all activities and costs needed to mobilize and demobilize all equipment and vehicles to install groundwater monitoring wells described in items 2h. This includes the mobilization and demobilization of a drill rig capable of installing groundwater monitoring wells with 4.25-inch inner diameter hollow stem augers, all support trucks, and all equipment necessary to install monitoring wells.

2j. Monitoring Well Installation - Geoprobe

Includes all activities, equipment and costs needed to install groundwater monitoring wells for the long-term monitoring of the groundwater. All monitoring wells shall be installed in general accordance with ASTM International Standard D5092. Assume all monitoring wells will be constructed of 2-inch polyvinyl chloride (PVC) casing and a 5-foot-long screen. The boring annulus will be filled with a sand/gravel pack to approximately one foot above the screen and the gravel pack will be topped with a 6-inch bentonite pellet collar. Above the bentonite pellet collar, the annular space will be filled with a neat cement or grout. Assume the wells will be installed with a Geoprobe using 4.25” inner diameter rods and according to the ASTM International Standard D6724/D6724M-16. Well logs and lithologic logs, with any olfactory or visual observations of contamination will be digitally prepared using industry standard software for all wells installed. An example log is attached for reference. The well logs shall be submitted to the EGLE project manager.

2k. Mobilization and Demobilization of Geoprobe Equipment – Monitor Well and Soil Vapor Monitoring Point Installation

Includes all activities, equipment and costs needed to mobilize and demobilize all equipment and vehicles to install Groundwater Monitoring Wells described in item 2j and Soil Vapor Monitoring Points described in 2m. This includes the mobilization and demobilization of a Geoprobe capable of installing

• groundwater monitoring wells with 4.25-inch inner diameter rods, all support trucks, and all equipment necessary, and

• Soil Vapor Monitoring Points as described in EGLE’s Standard Operating Procedure for the Installation of a

Soil Gas Probe/Vapor Monitoring Point to Support Vapor Intrusion Investigations Revision #1 February 13, 2013 contained in Attachment A, all support trucks and all equipment necessary.

2l. Groundwater Monitoring and Reporting

Includes all activities and costs needed to conduct the field work and reporting for groundwater monitoring at a site.

The field work shall include, but is not limited to, measuring the static water levels in the wells and top of casing elevations to the nearest 0.01 foot, purging the well, collection of a groundwater sample from the well to be analyzed for volatile organic compounds, semi-volatile organic compounds, and/or metals, collection of select geochemical parameters, and/or other parameters The reporting shall include figures, tables, and text discussing the sampling procedure and results. For the metals, assume that the “Michigan 10” will be analyzed, and the samples will NOT be filtered. All soil and groundwater samples, except the waste characterization samples will be analyzed by the EGLE lab and the contractor should NOT include those analytical costs in the proposal. The well depths will vary based on the site, but 20 feet well depths and 20 feet depth to groundwater will likely be exceeded at sites. Bentonite pellets or Pell Plug can be used in place of grout in the annular space. At a minimum, the report shall be to industry standards for groundwater monitoring reports prepared by environmental professionals and contain a site map with analytical results, a groundwater flow map, a table summarizing static water levels, a table summarizing the current and historic analytical results, any concentration trend analysis to support site decisions, and text discussing the sampling procedure, sampling results, and analysis. The reports will be submitted to the EGLE project manager in RIDE. If requested, all maps will be submitted to the EGLE project manager in either CADD or GIS (shapefile) format.

Assume for each event there will be 10 wells sampled per sampling event and the top of casing survey will be completed once.

2m. Soil Vapor Monitoring Point Installation-Geoprobe Includes all activities, equipment and costs needed to install soil vapor monitoring points for the long-term monitoring of the soil gas as described in EGLE’s Standard Operating Procedure for the Installation of a Soil Gas Probe/Vapor Monitoring Point to Support Vapor Intrusion Investigations; Revision #1 February 13, 2013 and contained in Attachment A.

2n. Sub Slab Soil Gas Vapor Pin Installation Includes all activities, equipment and costs needed to install Sub Slab Soil Gas Vapor Pins for the long-term monitoring of sub slab soil gas as described in EGLE’s Standard Operating Procedure for the Installation of Sub- Slab Soil Gas Probe/Vapor Monitoring Point to Support Vapor Intrusion Investigations; Revision #1 February 1, 2013 and contained in Attachment B.

2o. Soil Vapor Monitoring & Reporting Includes all activities and costs needed to conduct the field work and report the results of soil vapor monitoring at a site. Sampling shall be performed consistently with EGLE’s Standard Operating Procedure for Sampling Utilizing USEPA Method TO-15 VIA Bottle Vac to Support Vapor Intrusion Investigations contained in Attachment C. The reporting shall include figures, tables, and text discussing the sampling procedure and results. At a minimum, the report should be to industry standards for soil vapor monitoring reports prepared by environmental professionals and contain a site map with sample locations identified and analytical results, a table summarizing the current and historic analytical results, and any concentration trend analysis to support site decisions. The reports will be submitted to the EGLE project manager in RIDE. All maps will be submitted to the EGLE project manager, in either CADD or GIS (shapefile) format, if requested. Assume that each event there will be 5 soil gas monitoring points sampled per sampling event.

3. UST SYSTEM CLOSE IN PLACE

This item includes all activities and costs required to permanently close the UST system in place by:

• excavating soil to expose the components of the UST that need to be accessed,

• removing liquids, sludges and vapors from the tank,

• cleaning the tank, and

• filling the tank with solid inert material

4. UST SYSTEM REMOVAL AND DISPOSAL

This item includes all activities and costs required to:

• excavate, remove, dismantle, and dispose of USTs of various sizes.

• excavate, remove, and dispose of all associated piping, pump islands, electrical and other components associated with the UST.

• purge and clean the UST and associated piping.

• excavate soil to expose and remove the UST and;

• backfill the excavation to grade including compaction.

o Backfill will be placed in the excavation in 1-foot lifts and should be compacted to 95% unless otherwise directed. A modified proctor test is required for the density testing.

o The backfill shall be from an uncontaminated source and either certified by the owner or verified with analytical data. The backfill shall be free of debris, frozen materials, wood, vegetation, rock fragments greater than 6-inches, and soft materials unsuitable for backfill.

5. EXCAVATION, TRANSPORTATION, AND DISPOSAL OF NON-HAZARDOUS SOIL AND EXCAVATION

BACKFILL

Includes all activities and costs needed to excavate, transport and properly dispose of non-hazardous contaminated soil at the various tonnages. This also includes the purchase, transport, placement, and compaction of backfill that is equal to tonnage requested for excavation and disposal. Backfill will be placed in the excavation in 1-foot lifts and should be compacted to 95% unless otherwise directed. The backfill shall be from an uncontaminated source and either certified by the owner or verified with analytical data. The backfill shall be free of debris, frozen materials, wood, vegetation, rock fragments greater than 6-inches, and soft materials unsuitable for backfill. The contaminated soil and backfill tonnage will be verified by a certified scale. All characterization, sampling and analytical, required for disposal approval, will be included in this bid item.

6. WASTE CHARACTERIZATION AND DISPOSAL

6a. Non-Hazardous Liquid

Includes all activities and costs needed to characterize, remove and transport non-hazardous liquid from a site, and properly dispose of in accordance with applicable laws.

6b. Hazardous Liquid

Includes all activities and costs needed to characterize, remove and transport hazardous liquid from a site, and properly dispose of in accordance with applicable laws.

6c. Hazardous Solid / Sludge

Includes all activities and costs needed to characterize, remove and transport hazardous soil/sludge from a site, and properly dispose of in accordance with applicable laws.

6d. 55 Gallon Drum Removal, Non-Hazardous Solid/Sludge

Includes all activities and costs needed to characterize, remove and transport non-hazardous soil/sludge contained in a 55-gallon drum from a site and properly dispose of in accordance with applicable laws. Also included in this is the cost of the 55-gallon drum.

6e. 55 Gallon Drum Removal, Hazardous Solid/Sludge

Includes all activities and costs needed to characterize, remove and transport hazardous soil/sludge contained in a

55-gallon drum from a site and properly dispose of in accordance with applicable laws. Also included in this is the cost of the 55-gallon drum.

7. MISCELLANEOUS

7a. Vac Truck and Operator Includes all activities and costs needed to remove waste liquids from a tank, site, excavation, or for other miscellaneous purposes. The costs also include mobilization, demobilization, all waste characterization, and waste disposal costs.

7b. Site Preparation, including Excavation Sloping and Overburden Stockpiling Includes all activities and costs required to prepare the site for source removal activities. This includes, but is not limited to, mobilization, demobilization, snow removal, fencing, uncontaminated overburden stockpiling, and excavation sloping.

7c. Clearing & Grubbing Dense and Woody Vegetation This includes all activities, equipment and costs required to remove extremely dense or woody vegetation greater than 3 inches in diameter with a brush hog, disc mulcher or other comparable equipment to prepare the site for excavation. It is expected the vegetation will be chipped and remain on site after the removal unless an alternative approach has been accepted by the state project manager.

7d. Provisionary Allowance A provisionary allowance of $10,000 will be included in every assignment to cover any unforeseen and unknown costs during site work. Prior to utilizing any of the provisionary allowance, a cost must be agreed upon between the contractor and the state project manager and the contractor must have written approval from the state project manager.

7e. Concrete Disposal/Recycling Includes all activities and costs needed to remove, transport and dispose of or recycle uncontaminated concrete from a site. Assume that the concrete is 4 inches thick. This will also include mobilization, demobilization, any testing or characterization required for disposal or recycling.

7f. Asphalt Disposal/Recycling Includes all activities and costs needed to remove, transport and dispose of or recycle asphalt from a site. This will also include mobilization, demobilization, any testing or characterization required for disposal or recycling.

7g. 5,000 Gallon Frac Tank Includes all activities and costs needed for transportation, daily rental, and disposal of any wastewater. This item also includes mobilization, demobilization, all characterization, and any other costs required for wastewater disposal.

7h. Air Monitoring Includes all activities and costs associated with placing, maintaining, and collecting data from air monitoring equipment to ensure areas around the excavation are safe for both workers and the public. Assume air monitoring will occur in three locations and will be monitored for oxygen, volatile organic compounds, hydrogen sulfide with equipment, such as a mini-RAE or similar technology. This will also include mobilization, demobilization, all time, labor, tools, and equipment to monitor, log, transfer, and tabulate the air monitoring data.

7i. Test Pitting Services Includes all activities and costs associated with completing test pits to confirm or deny the presence of USTs based upon a previously completed ground penetrating radar (GPR) survey. This service will include uncovering the area(s) of anomalies to determine whether a tank is present, determining the length width and volume of the tank(s) and to access the interior of the tank to determine contents and to collect samples for waste characterization. Once information is collected about the UST(s) the soil will be returned to the excavation. If tanks are present and will be removed or filled in place, the DB-ISID contract will be modified to include this additional work.

7i.1 Mobilization Fee for Test Pitting Services Only Includes all activities and costs associated with mobilizing relevant equipment and personnel to the site to perform test pitting services.

7i.2 Saw Cut (<6 inches) concrete Includes equipment and activities needed to saw cut and remove an area of concrete less than 6 inches thick to access location where test pit is to be performed.

7i.3 Saw Cut (>6 inches) concrete Includes equipment and activities needed to saw cut and remove an area of concrete greater than 6 inches thick to access location where test pit is to be performed.

7i.4 Saw Cut - asphalt Includes equipment and activities needed to saw cut and remove asphalt to access location where test pit is to be performed.

8. SITE RESTORATION

Upon completion of all site activities, all site features will be returned to like conditions unless otherwise expressed by the site owner and agreed to by the state project manager.

8a. 22a Gravel Includes all activities and cost to purchase, transport, place, and grade Michigan Department of Transportation specified 22a gravel. The actual quantity will be determined by a certified scale.

8b. Crushed Limestone Includes all activities and cost needed to purchase, transport, place, and grade crushed limestone including mobilization and demobilization. The actual quantity will be determined by a certified scale.

8c. Asphalt Paving Includes all activities and cost needed to place and compact a 2” thick base course and a 2” thick finish coarse of asphalt including mobilization and demobilization. The asphalt paving will be on a finished square foot basis.

8d. Concrete Includes all activities and costs needed to make appropriate forms, pour concrete, and finish concrete including mobilization and demobilization. The actual thickness will be determined on a site-by-site basis, but for bidding the concrete will be 4-inches thick. The concrete will be on an actual cubic yard placed.

8e. 2” Topsoil and Seeding Includes all activities and costs needed to purchase, transport, place, and grade 2 inches of topsoil including mobilization and demobilization. The topsoil will be free of contaminants, debris, vegetation, and gravel. Seeding will consist of a mixture of Kentucky bluegrass, Perennial Ryegrass, and Red Fescue.

9. Mobilization, Demobilization and General Conditions

Includes the cost of performance bonds, pre-development fee, office utilities and trailers, mobilization and demobilization, cost of activities and tools of any other items and resources that are needed to complete the construction activities but are not listed above.

B. TIME FRAME

EGLE expects to have each assignment satisfactorily and properly completed, including all reports and invoices submitted, within 180-calendar days from the notice to proceed. Assignments will be made as needed. The total timeframe for the contract is two years with a 1-year extension for a possible 3-year contract.

C. NOTICE OF ON-SITE WORK ACTIVITY

The contractor must supply the contract manager and state project manager at least 14-days’ notice prior to any on-site work activity.

D. INVOICING

One progress and one final invoice may be submitted during the project unless extenuating circumstances warrant additional invoices. Lump sum tasks that are not completed may be invoiced in the progress payment for actual work completed up to 75%. At least 25% any uncompleted lump sum task shall be paid at the final invoice. For example, if a task was 50% complete at the progress invoice, 50% could be invoiced; however, if 85% of the task was complete at the time of progress payment, 75% could be invoiced. The attached UST and Soil Excavation Schedule of Values Form must be utilized for all tracking and invoicing and must be submitted with each month’s invoice along with the proper DTMB forms.

Unit Price Bid Form

2025 Tank & Soil Removal ISID Unit Pricing

BIDDER NAME:

DISTRICT:

Line Item

DESCRIPTION Units Unit Price

1a Project Administration % of D&C

2 Professional Services

2a Site Visits (Maximum of 3) Each 2b Excavation Plans/Drawings Lump Sum 2c UST Removal/Excavation Oversight Day

2d Construction Removal Report Lump Sum 2d1 Test Pitting Tech Memo Lump Sum 2e Notification to Remove and UST Registration Lump Sum 2f UST Removal (Part 211) Site Assessment and Reporting Lump Sum

2g Monitoring Well Abandonment Lineal Foot 2h Monitor Well Installation – Hollow Stem Auger Lineal Foot 2i Mobilization & Demobilization – Hollow Stem Auger Drill Rig Lump Sum 2j Monitor Well Installation - Geoprobe Lineal Foot

2k Mobilization & Demobilization- Geoprobe for MW and Soil Vapor Monitoring Point Installation Lump Sum

2l Groundwater Monitoring & Reporting Event 2m Soil Vapor Monitoring Point Installation with Geoprobe Lineal Foot 2n Sub Slab Soil Gas Vapor Pin Installation Each 2o Soil Vapor Monitoring and Reporting Event

UST System Close in Place

(includes removing liquids, and sludges, cleaning and filling with an inert solid material)

3a 0-1000 gallon Tank 3b 1001-4000 gallon Tank 3c 4001-6000 gallon Tank 3d 6001-8000 gallon Tank 3e 8001-10,000 gallon Tank 3f 10,001-12,000 gallon Tank

3g 12,001-15,000 gallon Tank 3h 15,001-20,000 gallon Tank

UST System Removal and Disposal

(includes removing liquids, cleaning and removing piping)

4a 0-1000 gallon Tank

4b 1001-4000 gallon

Tank 4c 4001-6000 gallon

4d 6001-8000 gallon

4e 8001-10,000 gallon

4f 10,001-12,000 gallon

4g 12,001-15,000 gallon Tank 4h 15,001-20,000 gallon Tank

5 Excavation, Transportation and Disposal of Non-Hazardous Soil and Excavation Backfill

5a 0-250 Tons 5b 251-500 Tons 5c 501-1000 Tons 5d 1001-2000 Tons 5e >2000 Tons

6 Waste Characterization and Disposal

6a Non-Hazardous Liquid Gallon 6b Hazardous Liquid Gallon 6c Hazardous Solid or Sludge Gallon

6d 55-gallon drum removal –

Non Haz Solid/Sludge

Drum

6e 55-gallon drum removal –

Hazardous Solid/Sludge

Drum

7 Miscellaneous

7a Vac Truck and Operator Day 7b Site Preparation Including Excavation Sloping and Overburden

Stockpiling Cubic yard

7c Clearing and Chipping Dense & Woody Vegetation Day 7d Provisionary Allowance Allowance $10,000.00 7e Concrete Disposal/Recycling Sq. Foot 7f Asphalt Disposal/Recycling Sq. Foot

7g 5,000-gallon Frac Tank Day 7h Air Monitoring Day 7i Test Pitting Services Day

7i1 Mobilization Fee for Test Pitting Services Only

Lump Sum 7i2 Saw Cut Concrete (< 6 inches) Lump Sum 7i3 Saw Cut Concrete (> 6 inches) Lump Sum 7i4 Saw Cut Asphalt Lump Sum

8 Site Restoration 8a 22a Gravel Ton 8b Crushed Limestone Ton 8c Asphalt Paving (4" Thick) Sq. Foot 8d Concrete cubic yard 8e

2" Topsoil and Seeding Sq. Foot Subtotal Construction

Mobilization, Demobilization and General Conditions

% of construction

Subtotal Design & Construction (D&C)

EXAMPLE SITE BID FORM

2025 Tank & Soil Removal EXAMPLE SITE

BIDDER NAME:

DISTRICT: COMPLETE A COST SHEET FOR THIS EXAMPLE SITE FOR EACH DISTRICT THE ISID WILL OFFER

SERVICES.

Line Item

DESCRIPTION Units

Quantity Unit Price

TOTAL

1a Project Administration % of D&C

2 Professional Services

2a Site Visits (Maximum of 3) Each 2 2b Excavation Plans/Drawings Lump Sum 1 2c UST Removal/Excavation Oversight Day 7

2d Construction Removal Report Lump Sum 1 2d1 Test Pitting Tech Memo Lump Sum 0 2e Notification to Remove and UST Registration Lump Sum 1 2f UST Removal (Part 211) Site Assessment and Reporting Lump Sum 1

2g Monitoring Well Abandonment Lineal Foot 0 2h Monitor Well Installation – Hollow Stem Auger Lineal Foot 60 2i Mobilization & Demobilization – Hollow Stem Auger Drill Rig Lump Sum 1 2j Monitor Well Installation - Geoprobe Lineal Foot 80

2k Mobilization & Demobilization- Geoprobe for MW and Soil Vapor Monitoring Point Installation Lump Sum

2l Groundwater Monitoring & Reporting Event 4 2m Soil Vapor Monitoring Point Installation with Geoprobe Lineal Foot 45 2n Sub Slab Soil Gas Vapor Pin Installation Each 3 2o Soil Vapor Monitoring and Reporting Event 4

UST System Close in Place

(includes removing liquids, and sludges, cleaning and filling with an inert solid material)

3a 0-1000 gallon Tank 0 3b 1001-4000 gallon Tank 2

3c 4001-6000 gallon Tank 0 3d 6001-8000 gallon Tank 1 3e 8001-10,000 gallon Tank 0 3f 10,001-12,000 gallon Tank 0

3g 12,001-15,000 gallon Tank 0 3h 15,001-20,000 gallon Tank 0

UST System Removal and Disposal

(includes removing liquids, cleaning and removing piping)

4a 0-1000 gallon Tank

4b 1001-4000 gallon

Tank 0 4c 4001-6000 gallon

Tank 1 4d 6001-8000 gallon

4e 8001-10,000 gallon

4f 10,001-12,000 gallon

Tank 2 4g 12,001-15,000 gallon Tank 0 4h 15,001-20,000 gallon Tank 0

5 Excavation, Transportation and Disposal of Non-Hazardous Soil and Excavation Backfill

5a 0-250 Tons 0 5b 251-500 Tons 0

TOTAL PROJECT COST: $

Management: $ Design: $ Construction: $

5c 501-1000 Tons 750 5d 1001-2000 Tons 0 5e >2000 Tons 0

6 Waste Characterization and Disposal

6a Non-Hazardous Liquid Gallon 1000 6b Hazardous Liquid Gallon 100 6c Hazardous Solid or Sludge Gallon 0

6d 55-gallon drum removal –

Non Haz Solid/Sludge

Drum 1

6e 55-gallon drum removal –

Hazardous Solid/Sludge

Drum 0

7 Miscellaneous

7a Vac Truck and Operator Day 3 7b Site Preparation Including Excavation Sloping and Overburden

Stockpiling Cubic yard

7c Clearing and Chipping Dense & Woody Vegetation Day 1 7d Provisionary Allowance Allowance 1 $10,000.00 $10,000 7e Concrete Disposal/Recycling Sq. Foot 0 7f Asphalt Disposal/Recycling Sq. Foot 100

7g 5,000-gallon Frac Tank Day 0 7h Air Monitoring Day 5 7i Test Pitting Services Day 0

7i1 Mobilization Fee for Test Pitting Services Lump Sum 0 7i2 Saw Cut Concrete (< 6 inches) Lump Sum 0 7i3 Saw Cut Concrete (> 6 inches) Lump Sum 0 7i4 Saw Cut Asphalt Lump Sum 1

8 Site Restoration 8a 22a Gravel Ton 0 8b Crushed Limestone Ton 0 8c Asphalt Paving (4" Thick) Sq. Foot 150 8d Concrete cubic yard 0 8e

2" Topsoil and Seeding Sq. Foot 45 Subtotal Construction

Mobilization, Demobilization and General Conditions

% of construction

Subtotal Design & Construction (D&C)

Example Well/Boring Log

SOIL BORING LOG/MONITORING WELL CONSTRUCTION DIAGRAM

Elev. Datum: TOC MW-1 assumed 100.00 Lat: 45.678909009

Grd. Elev: 94.78 T.O.C.: 97.78 T.O.S.: 91.5 Long: -88.889709798

SWL: 6 ft bgl Well Depth: 16 ft bgl Datum: NAD-83 Mich georef

Casing Type: 2 in galvanized Northing: 567091.230

Screen Type: 4 ft SS 7 slot Screen Length: 5 ft Easting: 346098.018

Annulus Sealed By: SC = soil collapse 22-5; B = bentonite 5-0, C = Cement

Well Const.

Annulus Seal

Lithology Lithologic Description Depth Sample Field Results

PID and bgl Type ID visual/olfactory

Ground Surface - Asphalt 0

Sand, brown, silty, medium, dry, thin gravel zone at 3 – 3.5 staining and petro. odor

B

Clay, brown, silty, moist

Sand, grey, silty, med more silt with depth

Screened at 12-16 ft. bgl

Water 12-16 2500 ppm PID: Sheen, strong petro odor

SC

Clay, grey, mottled, moist 20

Soil 21-22 4500 ppm PID sheen, strong petro odor

TD in clay at 22 ft

Sand Sand Sand Clay Clay Cement Silt Asphalt

Grey Brown Collapse Grey Brown Grey

C SC

SITE:

ADDRESS:

ABC BORING/WELL:

DATE:

MSB-1/RL-12

12345 W. Northeast Street Date

COMPANY COUNTY: County Name DRILLER: J. Smith

NAME TOWNSHIP

Township Name LOGGED BY: M. Smith

TOWN: 25N RANGE: 15W SEC.# 22

DRILL

METHOD:

Direct Push

LOCATION: 50 ft. SW of SE corner of building TOTAL DEPTH: 22 ft. bgl

ATTACHMENT A

Remediation & Redevelopment Division

Standard Operating Procedure

INSTALLATION OF A SOIL GAS PROBE AND VAPOR MONITORING POINT

TO SUPPORT VAPOR INTRUSION INVESTIGATIONS

Original Date of Issuance: April 30, 2012

Revision #: 1 Revision Date: February 1, 2013

Written by:

Robert Wagner, Chief Remediation and Redevelopment Division

Michigan Department of Environmental Quality

Matthew Williams, Vapor Intrusion Specialist Superfund Section Remediation and Redevelopment Division

Michigan Department of Environmental Quality

The information contained in this Standard Operating Procedure (SOP) is explanatory and provides direction to staff and guidance to the regulated community, but does not have the force and effect of law and is not legally binding on the public or the regulated community. The information contained in this SOP is drawn from existing manuals, various reference documents, and a broad range of colleagues with considerable practical experience and diverse educational backgrounds. This SOP outlines the generic procedures for installing a soil gas probe, vapor monitoring point, or sub-slab vapor implant. Site conditions, contaminants, and geology may require modifications of this procedure.

Approved by:

Installation of a Soil Gas Probe/Vapor Monitoring Point

PLEASE NOTE:

This SOP was developed based on a compilation of available information, knowledge, field experience, and general industry practices to provide guidance to the Michigan Department of Environmental Quality (MDEQ) staff and their contractors conducting investigations and remedial activities at sites with known or potential vapor intrusion issues.

The SOP was created to promote a consistent, informed, and practical approach for the MDEQ staff to follow that achieves the performance standards required by Part 201, Environmental Remediation, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA), and Part 213, Leaking Underground Storage Tanks, of the NREPA. The methods outlined in this document will produce reliable data that can support the various decisions required throughout the environmental process.

This SOP is available as a technical reference that may be informative when conducting work at sites where vapor intrusion issues are of concern and may be used as a reference for those conducting vapor intrusion evaluations under Part 201 or Part 213. This SOP is not intended to prohibit those conducting evaluations from using means other than those specified herein to measure soil gas concentrations; however, departures from this guidance will often need to include information for a more detailed review.

The MDEQ is not responsible for the misuse or misinterpretation of the information presented herein. Please note that because the SOP was written for the MDEQ staff, it may contain references to specific equipment for field investigations that the MDEQ currently uses. Such references do not represent endorsements of particular vendors.

Remediation and Redevelopment Division

Date: February 1, 2013

Date: February 1, 2013

Installation of a Soil Gas Probe/Vapor Monitoring Point

1.0 SCOPE AND APPLICATION

This SOP describes the MDEQ’s procedure for installing a Soil Gas Probe/Vapor Monitoring Point. Please note that this procedure is written for use by MDEQ staff and their contractors. Its use is optional for all others.

Soil gas samples collected less than five feet below ground surface must be referenced as shallow soil gas samples. Though these samples may provide beneficial information to support various lines of evidence, the effects due to barometric pressure, temperature, and the potential breakthrough of ambient air from the surface have the potential to cause these samples to be less reliable than soil gas samples collected at depths greater than five feet below the surface.

This SOP does not cover, nor is it intended to provide, a justification or rationale for where a sampling point is installed. It is assumed by using this SOP that site conditions have been fully evaluated and that the sampling location and depth meet the objectives outlined in the work plan or scope of work. For example, considerations must be given to the types of chemicals of concern, lithology encountered, surrounding buildings and underground structures, and the depth of the vapor source. Samples collected deeper than any potential source of vapors may not fully characterize the potential risk and sampling points should never be installed or collected within the zone of saturation.

2.0 SAMPLING POINT INSTALLATION

Prior to selecting sample locations, an underground utility search is required. Miss Dig and, if necessary, the local utility companies must be contacted and requested to mark the locations of their underground lines. Each sample location should also be screened in the field with a metal detector or magnetometer to verify that no underground utilities or structures exist.

2.1 Boring Advancement

There are many methods to advance a boring intended to install a soil gas sampling point. It is highly recommended that the methodology utilized have the following characteristics:

• Nominal in diameter (less than three inches is recommended)

• Provide minimal disturbance to the surrounding soil

• Does not inject air or water fluids

• Provides a soil core that can be screened, visibly classified, and if necessary collected for chemical analysis

A hydraulic probe is often utilized to advance a boring utilizing two different sampling devices. Those are:

• Open-tube sampling device – A direct push sampler for collecting continuous core samples of stable, unconsolidated materials.

Although other lengths are available, a standard macro-core sampler (MC5) available from Geoprobe® is available in lengths between 48 and 60 inches with an outside diameter of 2.25 inches (Figure 1). Soil is collected inside a removable liner. Macro-core

Figure 1. Example of an open-tube sampling device

2.2 Soil Gas Well Materials (General List of Materials)

Tubing – Sample probe tubing should be of a small diameter (1/8 to 1/4 inch) and made of materials that will not react or interact with target compounds. The size should also correspond to the size and construction of the sample point. Suggested materials are nylon, Teflon®, polyethylene, copper, polyvinyl chloride (PVC), or stainless steel. The choice of tubing type depends on site-specific considerations, but in general, nylon tubing is preferred as it exhibits lower adsorption rates and is more flexible and easier to work with than stainless steel

Soil Gas Well Screen – Screens must be less than six inches in length and configured to allow soil gas to enter along the entire length (Figure 3). This typically results in a fine mesh or screen being utilized to prevent dirt or other debris from entering into the sample tubing.

Sand Pack – The grain size of the sand pack should be sized appropriately (i.e., no smaller than the adjacent formation) and installed in a manner to minimize disruption of airflow to the sampling tip.

Bentonite – Bentonite is utilized to form a chemically resilient, low-permeability, flexible seal from above the well screen to the ground surface. In single vapor point well construction, granular bentonite or bentonite crumbles can be utilized. If multiple well screens are to be utilized, then a coated and compressed bentonite pellet or “tablet” must be utilized (1/4 inch) to prevent any bentonite dust from sealing portions

Figure 3. Vapor point examples

Standard Operating Procedure

Date: February 1, 2013

Installation of a Soil Gas Probe/Vapor Monitoring Point samplers are readily available and easy to use in most unsaturated soil conditions to at least ten feet below ground surface.

• Dual-tube sampling system – Dual-tube sampling systems are efficient methods of collecting continuous soil cores with the added benefit of a cased hole. Dual-tube sampling is beneficial in loose or unstable soils as a casing is advanced that prevents soil samples from falling into the boring (Figure 2).

Other methods for advancing boring include the use of hand augers, slab bars, and electric hammers. Each methodology has benefits and drawbacks and should be evaluated before a specific use is decided upon. The hydraulic probe methods identified above can be deployed in a wide variety of site conditions that allows the probe to be driven past some dense stratigraphic horizons.

Figure 2. Example of a dual-tube sampling device of the borehole. It must be noted that adequately sealing soil gas sampling probes is very important to minimize the exchange of atmospheric air with the soil gas and to maximize the representativeness of the sample.

2.3 Soil Gas Well Installation

The following procedure does not account for the advancement of the boring due to the number of available methodologies available; however, it is imperative that for each boring a soil boring log is competed that provides details on the soil conditions and potential contamination encountered. The procedure below starts after the boring has been advanced and may need to be modified based on the boring methodology utilized. Construction details for each point must be documented in a field log.

A. Inspect the borehole to ensure that it has remained open and is free of water to the depth were the well screen is to be placed.

B. Place four to six inches of sand pack on the bottom of the boring.

C. Pre-assemble screen and tubing and lower into borehole in an upright position on top of the sand pack. If the boring is deep and narrow, adding a small inert weight (e.g., nut) may be utilized to facilitate the tube reaching the bottom.

D. Cut the tubing and temporarily terminate the surface end with a Swagelok cap or other fitting to prevent debris from entering into the line.

E. Mark tubing using tape and a ball-point pen to identify the probe location and depth. All marks should be on tags attached to the tubing and not on the tubing itself. Note: Permanent markers must not be used.

F. Place sand pack around the screen and extend the sand pack to six inches above the top of the screen.

G. Confirm the depth to the top of the sand pack.

H. Record all measurements on the field log.

I. Place one foot of dry granular bentonite or bentonite pellets on top of the sand pack.

J. Avoid lateral movement between the tubing and the bentonite as much as possible once a point has been installed.

K. Install bentonite pellets until six inches below the next screen interval and then hydrate with minimal water or one foot from the ground surface ensuring that the bentonite does not bridge during the placement. If an additional vapor point in the same boring is to be installed, return to Step A and repeat.

L. Ensure that the final bentonite seal is at least 2.5 feet thick.

M. Cut the protruding lengths of tubing successively shorter so the deepest sample tube is the longest length and the others progressively shorter. This is helpful if the labels on each tube are lost or illegible upon resampling.

N. Terminate surface ends of tubes with Swagelok caps, valves, or other desired terminations.

O. Complete all required field documentation.

P. Unless soil gas points are to be abandoned the same day they are installed, probes must be properly secured, capped, and completed to prevent infiltration of water or ambient air into the subsurface. For surface completions, the following components may be installed, as necessary:

1. Fitting for connection to above ground sampling equipment

2. Protective flush-mounted or above ground well vaults; and/or

3. Guard posts

Examples of a single depth soil gas probe and a multi-depth or “nested” soil gas probe are shown in Figure

4. Figure 5 shows example pictures of surface completion.

Figure 4. Examples of complete vapor monitoring points [Hartman, 2004 (left and center) and Vonder Haar, S., 2000 (right)]

Figure 5. Examples of various surface completions for vapor wells. (Hartman, 2004)

2.4 Soil Gas Well Abandonment

All vapor monitoring wells, including those used for soil gas monitoring, must be abandoned upon completion of site activities.

Vapor wells constructed in the manner identified above and that are less than 20 feet in depth may be abandoned by removing any tubing and all surface protective covers. The boring annulus can then be backfilled with uncontaminated native material or grout and returned as close as possible to original site conditions.

If the tubing cannot be removed, the tubing should be filled with liquid grout and cut off at least one foot below the ground surface. All surface protective covers must be removed and the boring annulus backfilled with uncontaminated native material or grout and returned to as close as possible to original site conditions.

3.0 SOIL BORING LOGS AND VAPOR COMPLETION DIAGRAM

Boring logs and diagrams may be completed utilizing a variety of programs. The following information must be included for every vapor point installed:

• Project information

• Boring location

• Date Installed

• Total depth

• Project personnel including drilling contractor, driller, and geologist

• Drilling method

• Boring diameter

• Soil sampler utilized for lithology

• Sample recovery

• Soil description

• Field screening performed

• Samples sent for analysis

• Unified soil classification system classification

• Boring coordinates (state plane)

• A diagram representing installed sampling point that includes:

o Surface completion o Bentonite seal used o Probe and screen construction materials and specifications o Depth of all installed materials including screen, bottom of screen, sand pack, tubing, and various bentonite seals

4.0 REFERENCES

Hartman, B., 2004. Vapor Monitoring Wells/Implants Standard Operating Procedures.

Vonder Haar, S., 2000. ERD SOP 1.10: Soil Vapor Surveys - Revision: 4.

ATTACHMENT B

INSTALLATION OF A SUB-SLAB SOIL GAS PROBE AND VAPOR MONITORING POINT

TO SUPPORT VAPOR INTRUSION INVESTIGATIONS

Original Date of Issuance: April 30, 2012

Approved by:

Date:

Michigan Department of Environmental Quality

Written by: Matthew Williams, Vapor Intrusion Specialist Superfund Section Remediation and Redevelopment Division Michigan Department of Environmental Quality

The information contained in this Standard Operating Procedure (SOP) is explanatory and provides direction to staff and guidance to the regulated community, but does not have the force and effect of law and is not legally binding on the public or the regulated community. The information contained in this SOP is drawn from existing manuals, various reference documents, and a broad range of colleagues with considerable practical experience and diverse educational backgrounds. This SOP outlines generic procedures for installing a soil gas probe, vapor monitoring point or sub-slab vapor implant. Site conditions, contaminants, and geology may require modifications of this procedure.

Installation of a Sub-Slab Soil Gas Probe/Vapor Monitoring Point

This SOP was developed based on a compilation of available information, knowledge, field experience, and general industry practices to provide guidance to the Michigan Department of Environmental Quality (MDEQ) staff and their contractors conducting investigations and remedial activities at sites with known or potential vapor intrusion issues.

The…