(A)SOW.pdf

1.0 PROJECT DESCRIPTION

A. Background. The Oily Waste Treatment Facility (OWTF), B553 is a facility that treats and stores bilge water from submarines maintained at U.S. Naval Submarine Base New London in

Groton, Connecticut. Bilge water includes sea water, water and leakage from machinery and fresh water wash-downs; bilge water also includes a variety of constituents including cleaning agents, solvents, fuel, lube oil, and hydraulic oil. The facility was built in 1999; Tank 10 and the other tanks at the OWTF have only had minor maintenance performed on them since they were installed. This past minor maintenance included welding small patches on corroded sections of the tank floor and cleaning and re-installing epoxy coatings to the interior of the tanks. The manufacturer’s recommended tank maintenance plan called for the tanks to receive routine maintenance every 5 years. Since this recommended 5 year maintenance plan has not been adhered to; a major overhaul of these tanks will be required as specified in the below scope of work. The tanks are constructed of steel and were built in compliance with American Petroleum

Institute (API) 650 standards. API 579/ASME Fitness for Service assessment techniques should first be used in evaluating whether it is even possible to restore the existing tanks to compliance with API 650 standards before administering an API 653 inspection.

B. Scope of Work

a. Base Contract: The Contractor shall provide all labor, materials, and equipment to drain, clean, inspect, repair, prepare, and recoat Tank 10 at the OWTF in accordance with the requirements in Section C and all subsections of Section C of the Statement of Work (SOW).

b. Option 1: The Contractor shall provide all labor, materials, and equipment to drain, clean, inspect, repair, prepare, and recoat Tank 3 at the OWTF in accordance with the requirements in

Section D and all subsections of Section D of the SOW.

c. Option 2: The Contractor shall provide all labor, materials, and equipment to drain, clean, inspect, repair, prepare, and recoat Tank 7 at the OWTF in accordance with the requirements in

Section E and all subsections of Section E of the SOW.

B.1 Existing Site Conditions

a. Tank 10 is a 15,000 gallon, 20’ tall, and 11’ 8” diameter steel tank located inside B-553 on the east side. Tank 10 is currently out of service and empty due to deterioration of the existing 2” schedule 80 6” long discharge nipple and 2” 4-bolt flange. The nipple is welded to the tank and the flange is welded to the nipple. The bottom of Tank 10 has some minor corrosion directly below the intake piping due to processing and in fall of product. The full extent of the corrosion is unknown.

b. Tank 7 is a 8,200 gallon, 16’ tall, and 9’ 4” diameter steel tank located outside B-553 on the southeast corner. The ¼” thick chlorobutyl rubber lining in Tank 7 is torn and deteriorated.

c. Tank 3 is a 15,000 gallon, 20’ tall, and 11’ 8” diameter steel tank located outside B-553 on the southwest corner. The paint is peeling on the interior of Tank 3 and there is significant pitting from corrosion especially in the northwest 30” manway.

C. Tank 10

C.1 Drain and Clean Tank 10

a. Prior to commencing any field work, the Contractor shall coordinate with the base environmental office through the CM/ET to ensure compliance with all applicable environmental regulations. Coordinate with the CM/ET before any field work is completed.

b. The Contractor shall assist with Lock-out Tag-out, and manway removal (if required) prior to entry.

c. The Contractor shall conduct an OSHA certified permit-required confined space entry to enter and clean tanks in compliance with UFGS 01 35 26.05 20 Section 1.16.

d. The Contractor shall certify Tank 10 gas-free prior to entry and work inside a storage tank.

Provide ventilation to maintain adequate circulation rates for a vapor-free condition during contract work. Provide an indoor air quality management plan as a construction submittal.

Comply with the approved air quality management plan.

e. The Contractor shall provide labor, equipment and disposal services to pressure wash and vacuum the interior of Tank 10. To ensure an accurate inspection, the tank bottom shall be cleaned of scale and/or hardened product prior to inspection by high pressure wash or sandblast.

Transport and dispose up to 250-gallons of bilge water and the resulting rinsing water at an approved facility off-site since no suitable alternative storage is available on Base. Prepare and submit all waste stream profile paperwork and shipping documents.

C.2 API 653 Inspection

a. Perform an API 579/ASME Fitness for Service assessment to evaluate whether it is even possible to restore tank 10 to compliance with API 650 standards.

b. Conduct an API 653 (5th Edition, November 2023) Tank Inspection, Repair, Alterations, and

Reconstruction compliant inspection of Tank 10 to determine the extent of tank deficiencies, including but not limited to corrosion damage. Make a recommendation on the best course of action to repair and extend the useful life of the tank. This recommendation shall be based on all applicable codes and regulations as well as cost benefits.

c. Research and review current as-built drawings and Tank details and all applicable codes and regulations in order to facilitate completion of this investigation.

d. The Contractor shall provide an API-653 Certified Inspector, labor and equipment as needed to inspect the interior and exterior of Tank 10 as follows:

C.2.1 Exterior Inspection

a. Perform a complete visual inspection of the exterior of Tank 10 per API-653 guidelines. This inspection shall include, but not be limited to: walkways, external ladder, piping, level gauges, vents, manways, as well as the general condition of the tank, foundation pad and dike area.

Provide photographs to support observations.

b. Obtain tank shell settlement elevations at a minimum of 8 locations around the tank. The spacing between locations shall be uniform and will not exceed 32' cord length. The overall and adjacent differential settlements will be evaluated against the calculated allowable limit as determined under API-653.

c. Inspect roof structure and where accessible, obtain ultrasonic thickness measurements of the roof plates at random locations.

C.2.2 Interior Inspection

a. Perform a complete visual inspection of the interior of Tank 10 per API-653 guidelines.

Provide photographs to support observations.

b. Obtain ultrasonic thickness measurements of the bottom and first course shell plates. A minimum of five (5) measurements shall be obtained per bottom plate and a minimum of nine (9) measurements shall be taken on each 1st course shell plate. Measurements shall also be obtained on the bottom plates within 3 inches of the chine at 2-foot intervals around the perimeter of the tank.

c. Perform a total inspection of the bottom plates using magnetic flux leakage test procedures.

d. Develop a pit depth profile, mapping all pits greater than 30% of the original plate thickness.

e. Using a surveyor’s transit, obtain bottom plate topography measurements.

f. Perform a detailed inspection of the coating system including a spark test inspection to locate holidays in the coating.

g. The results of the interior and exterior inspections shall be presented in a written report complete with all data, photographs and generated design repair drawings.

C.3 Repair

a. Prior to starting work; verify the location of the tank, conduct testing, and provide a final design for tank repairs that includes priming the exterior (existing hot dipped galvanized handrails and climbing ladders on the exterior of the tank do not need to be prepped and primer coated) and reapplying epoxy to the interior of the tank. Perform a tank survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and

Marine Corps Environmental Engineering for Facility Construction and provide a report. Include the tank report in all design submittals. Refer to UFC 3-810-01N, Navy and Marine Corps

Environmental Engineering for Facility Construction, for additional requirements and criteria.

b. Based on the results of the API 653 inspection report, replace steel bottom and shell plating accordingly. For bidding purposes, assume up to 25% (24.4 square feet) of Tank 10 bottom plating will be removed and new plates <= 30” width will be installed. All welding shall be completed in compliance with Unified Facilities Guide Specifications (UFGS Division 05 –

Metals Section 05 05 23.16 Structural Welding). Additionally the contractor should defer to API

650 section 9 in regards to performing all above ground storage tank welding operations to include metal plating where the two standards do not agree. All tank repairs shall comply with

API 653 Tank Inspection, Repair, Alterations, and Reconstruction. The Contractor shall perform all acceptance testing required by UFGS guide specifications. If repairs are recommended, suitably sized patch plates will be located and marked on the bottom plates as well as on the drawing. Defect Sheets listing all anomalies will also be presented as part of the report.

c. The Contractor shall remove the existing and replace with new, the 2” schedule 80 6” long discharge nipple and 2” 4-bolt flange on Tank 10. The nipple is welded to the tank and the flange is welded to the nipple.

d. Research and review current as-built drawings, codes, and regulations to facilitate the final design.

e. Complete all construction, repairs and testing in compliance with the API 653 inspection report.

C.4 Prepare and Recoat

a. This Project requires an industrial coating on interior tank surfaces. All contractors and subcontractors that perform surface preparation or coating application must be certified by the

Society for Protective Coatings (formerly Steel Structures Painting Council - SSPC) to the requirements of SSPC QP 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. The QP1 certification is considered the minimum professional certification for an industrial painter.

b. Clean-up and prepare the floor of Tank 10 to the minimum surface preparation standard

(SSPC SPX) specified by the epoxy coating manufacturer to ensure complete surface adherence of the epoxy coating to the interior tank surface.

c. The manufacturer’s surface coatings shall be expected to endure exposure to continuous immersion, solids in wastewater, chlorides (1%), sulfuric acid, phosphates, petroleum hydrocarbons (1 to 80%), hydrogen sulfide, and heavy metals. The design shall incorporate final testing to verify compliance with all code, environmental, and tank integrity regulations. All painting and coating materials must be low VOC, comply with local air quality control laws and, regulations; and conform to the Master's Painters Institute's (MPI) Architectural, Interior

Systems Manual and the MPI's Maintenance and Repainting Manual recommendations for paint systems, surface preparation and applications. The exterior of Tank 10 shall be painted with an oxide primer and the interior of Tank 10 shall be painted with a 100%-solid solvent-free epoxy paint with chemical resistance to oil, kerosene, and other hydrocarbons which may be encountered in discharge bilge waters. The paint shall have a minimum 5-year warranty.

d. Provide paint systems tested to "Detailed Performance Level" standard as defined by MPI.

Paints must be readily available for purchase in standard colors.

e. Exterior tank coating must be applied to all exposed tank surfaces. Contractor is to remove and later reinstall electrical conduits running along and parallel to the tank to permit complete oxide primer coating of the tank.

f. Following exterior tank finish coating, restore all prior existing tank labels using blank painted stencils. For example: Restore existing tank label so its intent is clear: “TANK EXPLOSIVE

HAZARD – DO NOT WELD, BURN, OR HAMMER”.

D. Option 1 Tank 3

Tanks 3 and 7 cannot be taken out of service at the same time. Tank 10 may be taken out of service in addition to Tanks 3 or 7.

D.1 Drain and Clean Tank 3 environmental office through the CM/ET to ensure compliance with all applicable environmental regulations. Coordinate with the CM/ET before any field work is completed.

b. The Contractor shall assist with Lock-out Tag-out, and manway removal (if required) prior to entry.

c. The Contractor shall conduct an OSHA certified permit-required confined space entry to enter and clean tanks in compliance with UFGS 01 35 26.05 20 Section 1.16.

d. The Contractor shall certify Tank 3 gas-free prior to entry and work inside a storage tank.

Provide ventilation to maintain adequate circulation rates for a vapor-free condition during contract work. Provide an indoor air quality management plan as a construction submittal.

Comply with the approved air quality management plan.

e. The Contractor shall provide labor, equipment and disposal services to pump out, pressure wash and vacuum the interior of above ground storage Tank 3. To ensure an accurate inspection, the tank bottom shall be cleaned of scale and/or hardened product prior to inspection by high pressure wash or sandblast. Transport and dispose of not more than 14,650 gallons of bilge water and the resulting rinsing water at an approved facility off-site since no suitable alternative storage is available on Base. Prepare and submit all waste stream profile paperwork and shipping documents.

D.2 API 653 Inspection possible to restore tank 3 to compliance with API 650 standards.

b. Conduct an API 653 (5th Edition, November 2023) Tank Inspection, Repair, Alterations, and

Reconstruction compliant inspection of Tank 3 to determine the extent of tank deficiencies, including but not limited to corrosion damage. Make a recommendation on the best course of action to repair and extend the useful life of the tank. This recommendation shall be based on all applicable codes and regulations as well as cost benefits.

c. Research and review current as-built drawings and Tank details and all applicable codes and regulations in order to facilitate completion of this investigation.

d. The Contractor shall provide an API-653 Certified Inspector, labor and equipment as needed to inspect the interior and exterior of Tank 3 as follows:

D.2.1 Exterior Inspection

a. Perform a complete visual inspection of the exterior of Tank 3 per API-653 guidelines. This inspection shall include, but not be limited to: walkways, external ladder, piping, level gauges, vents, manways, as well as the general condition of the tank, foundation pad and dike area.

Provide photographs to support observations.

b. Obtain tank shell settlement elevations at a minimum of 8 locations around the tank. The spacing between locations shall be uniform and will not exceed 32' cord length. The overall and adjacent differential settlements will be evaluated against the calculated allowable limit as determined under API-653.

c. Inspect roof structure and where accessible, obtain ultrasonic thickness measurements of the

D.2.2 Interior Inspection

a. Perform a complete visual inspection of the interior of Tank 3 per API-653 guidelines. Provide photographs to support observations.

b. Obtain ultrasonic thickness measurements of the bottom and first course shell plates. A minimum of five (5) measurements shall be obtained per bottom plate and a minimum of nine (9) measurements shall be taken on each 1st course shell plate. Measurements shall also be obtained on the bottom plates within 3 inches of the chine at 2-foot intervals around the perimeter of the tank.

c. Perform a total inspection of the bottom plates using magnetic flux leakage test procedures.

d. Develop a pit depth profile, mapping all pits greater than 30% of the original plate thickness.

e. Using a surveyor’s transit, obtain bottom plate topography measurements.

f. Perform a detailed inspection of the coating system including a spark test inspection to locate holidays in the coating.

D.3 Repair

a. Prior to starting work, verify the location of Tank 3 and conduct testing and provide a final design for tank repairs that includes priming the exterior (existing hot dipped galvanized handrails and climbing ladders on the exterior of the tank do not need to be prepped and primer coated) and reapplying epoxy to the interior of the tank. Perform a tank survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and

Marine Corps Environmental Engineering for Facility Construction and provide a report. Include the tank report in all design submittals. Refer to UFC 3-810-01N, Navy and Marine Corps

Environmental Engineering for Facility Construction, for additional requirements and criteria.

b. Based on the results of the API 653 inspection report, replace steel bottom and shell plating accordingly. For bidding purposes, assume up to 25% (24.4 square feet) of Tank 3 bottom plating will be removed and new plates <= 30” width will be installed. All welding shall be completed in compliance with Unified Facilities Guide Specifications (UFGS Division 05 –

Metals Section 05 05 23.16 Structural Welding). Additionally the contractor should defer to API

650 section 9 in regards to performing all above ground storage tank welding operations to include metal plating where the two standards do not agree. All tank repairs shall comply with

API 653 Tank Inspection, Repair, Alterations, and Reconstruction. The Contractor shall perform all acceptance testing required by UFGS guide specifications. If repairs are recommended, suitably sized patch plates will be located and marked on the bottom plates as well as on the drawing. Defect Sheets listing all anomalies will also be presented as part of the report.

c. The 30” northwest manway on Tank 3 requires weld build-up all the way around but primarily on the bottom.

d. Research and review current as-built drawings, codes, and regulations to facilitate the final design.

e. Remove the insulation on Tank 3 and install new insulation after coating the exterior of the tanks.

g. Complete all construction, repairs and testing in compliance with the API 653 inspection report.

D.4 Prepare and Recoat

a. This Project requires an industrial coating on interior tank surfaces. All contractors and subcontractors that perform surface preparation or coating application must be certified by the

Society for Protective Coatings (formerly Steel Structures Painting Council - SSPC) to the requirements of SSPC QP 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. The QP1 certification is considered the minimum professional certification for an industrial painter.

b. Clean-up and prepare the floor of Tank 3 to the minimum surface preparation standard (SSPC

SPX) specified by the epoxy coating manufacturer to ensure complete surface adherence of the epoxy coating to the interior tank surface.

c. The manufacturer’s surface coatings shall be expected to endure exposure to continuous immersion, solids in wastewater, chlorides (1%), sulfuric acid, phosphates, petroleum hydrocarbons (1 to 80%), hydrogen sulfide, and heavy metals. The design shall incorporate final testing to verify compliance with all code, environmental, and tank integrity regulations. All painting and coating materials must be low VOC, comply with local air quality control laws and, regulations; and conform to the Master's Painters Institute's (MPI) Architectural, Interior

Systems Manual and the MPI's Maintenance and Repainting Manual recommendations for paint systems, surface preparation and applications. The exterior of Tank 3 shall be painted with a

100%-solid solvent-free epoxy paint with chemical resistance to oil, kerosene, and other hydrocarbons which may be encountered in discharge bilge waters. The paint shall have a minimum 5-year warranty.

d. Provide paint systems tested to "Detailed Performance Level" standard as defined by MPI.

Paints must be readily available for purchase in standard colors.

e. Exterior tank coating must be applied to all exposed tank surfaces. Contractor is to remove and later reinstall electrical conduits running along and parallel to the tank to permit complete oxide primer coating of the tank.

f. Following exterior tank finish coating, restore all prior existing tank labels using blank painted stencils. For example: Restore existing tank label so its intent is clear: “TANK EXPLOSIVE

E. Option 2: Tank 7

Tanks 3 and 7 cannot be taken out of service at the same time. Tank 10 may be taken out of service in addition to Tanks 3 or 7.

E.1 Drain and Clean Tank 7 environmental office through the CM/ET to ensure compliance with all applicable environmental regulations. Coordinate with the CM/ET before any field work is completed.

b. The Contractor shall assist with Lock-out Tag-out, and manway removal (if required) prior to entry.

c. The Contractor shall conduct an OSHA certified permit-required confined space entry to enter and clean tanks in compliance with UFGS 01 35 26.05 20 Section 1.16.

d. The Contractor shall certify Tank 7 gas-free prior to entry and work inside a storage tank.

Provide ventilation to maintain adequate circulation rates for a vapor-free condition during contract work. Provide an indoor air quality management plan as a construction submittal.

Comply with the approved air quality management plan.

e. The Contractor shall provide labor, equipment and disposal services to pump out, pressure wash and vacuum the interior of above ground storage Tank 7. To ensure an accurate inspection, the tank bottom shall be cleaned of scale and/or hardened product prior to inspection by high pressure wash or sandblast. Transport and dispose of not more than 7,675 gallons of bilge water and the resulting rinsing water at an approved facility off-site since no suitable alternative storage is available on Base. Prepare and submit all waste stream profile paperwork and shipping documents.

E.2 API 653 Inspection

a. Conduct an API 653 Tank Inspection, Repair, Alterations, and Reconstruction compliant inspection of Tank 7 to determine the extent of tank deficiencies, including but not limited to corrosion damage. Make a recommendation on the best course of action to repair and extend the useful life of the tank. This recommendation shall be based on all applicable codes and regulations as well as cost benefits.

b. Research and review current as-built drawings and Tank details and all applicable codes and regulations in order to facilitate completion of this investigation.

c. The Contractor shall provide an API-653 Certified Inspector, labor and equipment as needed to inspect the interior and exterior of Tank 7 as follows:

E.2.1 Exterior Inspection possible to restore tank 7 to compliance with API 650 standards.

b. Perform a complete visual inspection of the exterior of Tank 7 per API-653 (5th Edition, November 2023) guidelines. This inspection shall include, but not be limited to: walkways, external ladder, piping, level gauges, vents, manways, as well as the general condition of the tank, foundation pad and dike area. Provide photographs to support observations.

c. Obtain tank shell settlement elevations at a minimum of 8 locations around the tank. The spacing between locations shall be uniform and will not exceed 32' cord length. The overall and adjacent differential settlements will be evaluated against the calculated allowable limit as determined under API-653.

d. Inspect roof structure and where accessible, obtain ultrasonic thickness measurements of the

E.2.2 Interior Inspection

a. Perform a complete visual inspection of the interior of Tank 7 per API-653 guidelines. Provide photographs to support observations.

b. Obtain ultrasonic thickness measurements of the bottom and first course shell plates. A minimum of five (5) measurements shall be obtained per bottom plate and a minimum of nine (9) measurements shall be taken on each 1st course shell plate. Measurements shall also be obtained on the bottom plates within 3 inches of the chine at 2-foot intervals around the perimeter of the tank.

c. Perform a total inspection of the bottom plates using magnetic flux leakage test procedures.

d. Develop a pit depth profile, mapping all pits greater than 30% of the original plate thickness.

e. Using a surveyor’s transit, obtain bottom plate topography measurements.

f. Perform a detailed inspection of the coating system including a spark test inspection to locate holidays in the coating.

E.3 Repair

a. Prior to starting work, verify the location of the tank and conduct testing and provide a final design for tank repairs that includes priming the exterior (existing hot dipped galvanized handrails and climbing ladders on the exterior of the tank do not need to be prepped and primer coated) and reapplying epoxy to the interior of the tank. Perform a tank survey in accordance with FC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and

Marine Corps Environmental Engineering for Facility Construction and provide a report. Include the tank report in all design submittals. Refer to UFC 3-810-01N, Navy and Marine Corps

Environmental Engineering for Facility Construction, for additional requirements and criteria.

b. Based on the results of the API 653 inspection report, replace steel bottom and shell plating accordingly. For bidding purposes, assume up to 25% (17.1 square feet) of Tank 7 bottom plating will be removed and new plates <= 30” width will be installed. All welding shall be completed in compliance with Unified Facilities Guide Specifications (UFGS Division 05 –

Metals Section 05 05 23.16 Structural Welding). Additionally the contractor should defer to API

650 section 9 in regards to performing all above ground storage tank welding operations to include metal plating where the two standards do not agree. All tank repairs shall comply with

API 653 Tank Inspection, Repair, Alterations, and Reconstruction. The Contractor shall perform all acceptance testing required by UFGS guide specifications. If repairs are recommended, suitably sized patch plates will be located and marked on the bottom plates as well as on the drawing. Defect Sheets listing all anomalies will also be presented as part of the report.

c. The ¼” thick chlorobutyl rubber lining in Tank 7 is torn and deteriorated and must be completely removed and will not be replaced.

d. Remove the insulation on Tank 7 and install new insulation after coating the exterior of the tanks.

e. Research and review current as-built drawings, codes, and regulations to facilitate the final design.

f. Complete all construction, repairs and testing in compliance with the API 653 inspection report.

E.4 Prepare and Recoat

a. This Project requires an industrial coating on interior tank surfaces. All contractors and subcontractors that perform surface preparation or coating application must be certified by the

Society for Protective Coatings (formerly Steel Structures Painting Council - SSPC) to the requirements of SSPC QP 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. The QP1 certification is considered the minimum professional certification for an industrial painter.

b. Clean-up and prepare the floor of Tank 7 to the minimum surface preparation standard (SSPC

SPX) specified by the epoxy coating manufacturer to ensure complete surface adherence of the epoxy coating to the interior tank surface.

c. The manufacturer’s surface coatings shall be expected to endure exposure to continuous immersion, solids in wastewater, chlorides (1%), sulfuric acid, phosphates, petroleum hydrocarbons (1 to 80%), hydrogen sulfide, and heavy metals. The design shall incorporate final testing to verify compliance with all code, environmental, and tank integrity regulations. All painting and coating materials must be low VOC, comply with local air quality control laws and, regulations; and conform to the Master's Painters Institute's (MPI) Architectural, Interior

Systems Manual and the MPI's Maintenance and Repainting Manual recommendations for paint systems, surface preparation and applications. The exterior of Tank 7 shall be painted with a

100%-solid solvent-free epoxy paint with chemical resistance to oil, kerosene, and other hydrocarbons which may be encountered in discharge bilge waters. The paint shall have a minimum 5-year warranty.

d. Provide paint systems tested to "Detailed Performance Level" standard as defined by MPI.

Paints must be readily available for purchase in standard colors.

e. Exterior tank coating must be applied to all exposed tank surfaces. Contractor is to remove and later reinstall electrical conduits running along and parallel to the tank to permit complete oxide primer coating of the tank.

f. Following exterior tank finish coating, restore all prior existing tank labels using blank painted stencils. For example: Restore existing tank label so its intent is clear: “TANK EXPLOSIVE

F. PRECONSTRUCTION SUBMITTALS

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work. Below is a list of Preconstruction Submittals required within 10 days of award.

Certificates of Insurance

Surety Bonds

Contractor Personnel List

List of Proposed Subcontractors

List of Proposed Products

Proposed Schedule

Environmental Protection Plan

Safety Plan

Accident Prevention Plan

Quality Control (QC) plan

See Attachment (G) ECMS for full submittal list (highlighted).