Commuter rail operating agreement


Table ES5-2 Estimated Treatment Chemical Use



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Table ES5-2 Estimated Treatment Chemical Use

Chemical

Amount

Notes

Sodium Hydroxide (NaOH)

110 gallons per month

50% concentration

CARI 380

110 gallons per month

zinc chelate breaker

Sulfuric Acid

minimal




MC1

125 kg per year

Zennon ultrafiltration cleaner

MC4

48 kg per year

Zennon ultrafiltration cleaner


Quality Control Monitoring and Sampling

Environmental Subcontractor is responsible for conducting quality control sampling to ensure that each unit process operation is meeting targeted removal/treatment objectives. QC monitoring and sampling includes, but is not limited to, visual observations of process operations and instrumentation, bench scale treatability testing to verify and/or set chemical feed rates, zinc analysis using atomic adsorption, carbon adsorption breakthrough monitoring, ultrafiltration pressure testing, and conducting diagnostic checks on treatment equipment. Records of QC monitoring and sampling shall be maintained on file at the Facility and shall be made available upon request by the MBTA.



Maintenance

Environmental Subcontractor shall conduct regular and routine maintenance inspections to verify that the wastewater treatment facilities and equipment are functioning properly and to diagnose potential malfunctions, which may cause system failure. Inspections shall be conducted in accordance with the Operation and Maintenance Manual requirements of this Contract with logs maintained by Environmental Subcontractor.

Environmental Subcontractor shall be responsible for providing the labor necessary for conducting all routine and emergency maintenance activities, including but not limited to; tank cleaning, pump and mixer repairs, chemical reagent filling, probe cleaning or change out, wastewater treatment equipment cleaning according to the manufacturer’s specifications, plumbing modifications and repairs, equipment calibration, monitoring equipment cleaning, activated carbon replacement, ultrafiltration membrane replacement, and oil/sludge pumping.

Operation and Maintenance Manual/Staffing Plan

Operation and Maintenance Manual

Environmental Subcontractor shall review the current Operation and Maintenance (O&M) Manual that shall be accordance with Massachusetts regulations (314 CMR 12) which specifies the standard operating procedures (SOPs) for each unit operation and provides a schedule for preventive maintenance (PM) for each unit operation and its appurtenances and associated equipment. SOPs and PM must be conducted in accordance with equipment manufacturer specifications. The O&M Manual must include, at a minimum, the following

Facility Overview

System Operator Qualifications, Licensing, and Training Requirements

Instrumentation and Alarms

Building Support Systems (HVAC, Power, Plumbing, Lighting)

Standard Operating Procedures

Preventive Maintenance Schedule

Sampling and Testing Requirements

Waste Identification, Characterization, and Management Requirements

Record-keeping Requirements

Safety Requirements

Emergency Procedures and Contingency Plan

Facility Plans

Tools and Spare Parts Inventory and Parts Supplier Contacts

References to Manufacturer Service Manuals

Copies of the existing Operations and Maintenance Manuals that are available will be provided by the MBTA. Environmental Subcontractor may make use any of the existing manuals as much as possible, but it is Environmental Subcontractor’s responsibility to assure that the current manual is complete and correct. Environmental Subcontractor is encouraged to identify and incorporate more efficient practices and procedures into manual for review and approval by the MBTA.

Staffing Plan

Environmental Subcontractor shall staff the Facility 24 hours/day, 7 days/week, 52 weeks/year using wastewater treatment plant operators certified by the Massachusetts Board of Certification for Wastewater Treatment Operators. Staffing of the Facility shall be based on the current Staffing Plan to be updated by Environmental Subcontractor and submitted for approval to the MBTA.

The Staffing Plan shall require that Environmental Subcontractor provide operators with current and valid certification at the Full Operator Status to operate Grade 3-Industrial treatment facilities pursuant to 257 CMR 2.00. The Staffing Plan shall updated in accordance with Massachusetts regulations (314 CMR 12) and shall specify the number and qualifications of personnel necessary to ensure proper and continuous operation of the facilities and shall address the following items:

Number of operational days per week

Number of operational hours per week

Number of shifts per day

Required personnel per shift

Saturday, Sunday, and Holiday staff coverage, and

Emergency operating personnel.

Environmental Subcontractor shall supply a copy of the O&M Manual and the Staffing Plan to the MBTA for MBTA approval within 45 days of the beginning of the contract term (ODRL 3.8-037). The MBTA shall have the right to comment on the O&M Manual and Staffing Plan, and Environmental Subcontractor must address any and all deficiencies noted by the MBTA and provide a final O&M Manual and Staffing Plan within 15 days of receipt of the MBTA’s comments (ODRL 3.8-038). A copy of the final O&M Manual and Staffing Plan must be provided to the MBTA and a copy maintained at the Facility. Up-to-date copies of manufacturer service manuals must be maintained at the Facility. Requirements of the O&M Manual and Staffing Plan cannot be changed without the approval of the MBTA.



Licenses, Permits, and Reporting

Environmental Subcontractor operate the treatment system in compliance with all applicable federal, state, and local regulatory programs including, but not limited to, the Federal Pretreatment Program (40 CFR 403), the MWRA Sewer Use Regulations (360 CMR 10), MassDEP Operation and Maintenance of Pretreatment Standards for Wastewater Treatment Works and Indirect Dischargers (314 CMR 12), and the Board of Registration of Operators of Wastewater Treatment Facilities (257 CMR 2).

Environmental Subcontractor is responsible for conducting annual reporting on chemical use as required under federal, state, and local regulations, including but not limited to, Tier II under Section 312 of the EPCRA, Form Rs under Section 313 of the Emergency Planning and Community Right To Know Act, Hazardous Waste Biennial Reports, and Form Ss under the Massachusetts Toxic Use Reduction Act (ODRL 3.8-036).

MWRA Sewer Use Discharge Permit

Environmental Subcontractor shall operate the Facility in compliance with the MWRA regulations. Environmental Subcontractor is responsible for complying with the MWRA Sewer Use Discharge Permit for the Facility including, but not limited to, the following requirements:



Sampling

Sampling and analysis, in accordance with EPA Methods, shall be performed for the parameters listed in Table ES5-3 at Sampling Location 101 with the noted limits and sampling frequency being applicable:



Table ES5-3 MWRA Sewer Use Discharge Permit Sampling Requirements

Parameter

Sampling Frequency

Discharge Concentration Limit

TTO (VOA)

Semi-Annually

5.0 mg/l

Petroleum Hydrocarbons (PHC)

Quarterly

15.0 mg/l

pH

Quarterly

Between 5.5 and 10.5 standard units

Grab Flow Measured

Quarterly

Not Applicable

Lead

Quarterly

0.2 mg/l

Zinc

Quarterly

1.0 mg/l

Composite Flow Measured

Quarterly



Environmental Subcontractor shall contract a MassDEP certified laboratory to collect samples, conduct the analysis, and submit analytical reports to the MWRA using the MWRA SMART Program.

Environmental Subcontractor shall continuously monitor effluent pH and flow and maintain logs to the specifications of the MWRA Sewer Use Discharge Permit. Environmental Subcontractor shall submit a copy of these logs to the MWRA with the quarterly sampling reports (ODRL 3.8-036).

Reporting

Environmental Subcontractor shall submit to the MWRA Quarterly Analytical Reports, with quality control information, by the last day of April, July, October, and January, for the preceding three-month period. Copies of the quarterly reports shall be forwarded to the MBTA’s Environment Director.

Environmental Subcontractor shall submit to the MWRA Semi-Annual Analytical Reports, with quality control information, by July 31st and January 31st for the preceding six-month period. Copies of the semi-annual reports shall be forwarded to the MBTA’s Environmental Director.

Record keeping

Environmental Subcontractor shall maintain logs of all monitoring activities and copies of all analytical reports and quality control information for a period of 3 years from the date of the monitoring activity or report and maintain original logs at the Facility.

Environmental Subcontractor shall maintain a daily log for the pretreatment system that satisfies the conditions of the MWRA Sewer Use Discharge Permit including recording operating and shut down times, hours of discharge to the sewer system, and any out-of-the ordinary occurrences.

Plans and Submittals

Environmental Subcontractor shall review the current Slug Control Plan that satisfies the MWRA Sewer Use Discharge Permit conditions. Any updates to the Plan shall be submitted to the Plan to the MWRA with a copy forwarded to the MBTA’s Environmental Director designated contact within 30 days of the Notice to Proceed (3.8-039).

Environmental Subcontractor shall be responsible for renewing the existing MWRA Sewer Use Discharge Permit.

Environmental Subcontractor shall review the current Report on Pretreatment that satisfies the conditions of the MWRA Sewer Use Discharge Permit. The Report on Pretreatment must be completed and updated it necessary with the MWRA within 30 days of the Notice to Proceed with a copy forwarded to the MBTA’s designated contact. Environmental Subcontractor shall notify the MWRA in writing with a copy forwarded to the MBTA’s designated contact within 30-days of any change in the information provided in the Report on Pretreatment (3.8-039).

Environmental Subcontractor shall prepare and file a complete and accurate MWRA Sewer Use Discharge Permit Application for a renewal permit in accordance with 360 C.M.R. 10.007(6), a minimum of 90 days prior to the expiration of the existing permit. Upon issuance of a new MWRA Sewer Use Discharge Permit, Environmental Subcontractor is responsible for compliance with all conditions of the new permit (ODRL 3.8-036).

Spare Parts and Emergency Repairs

Services. Environmental Subcontractor shall be responsible for the following services:

Environmental Subcontractor shall respond immediately upon becoming aware of a system malfunction or to requests by the MBTA for repairs of any nature.

Environmental Subcontractor shall complete repairs to Facility unit operations, appurtenances, and associated equipment within a 24-hour period whenever possible.

Environmental Subcontractor shall maintain an up to date inventory of tools and critical spare parts at the Facility.



Spare Parts List

Environmental Subcontractor shall develop and submit to the MBTA for approval within 45 days of the Notice to Proceed, a list of spare parts recommended by the equipment manufacturers for each unit operation, appurtenances, and equipment component (ODRL 3.8-040). For each spare part, Environmental Subcontractor shall provide the following information:

supplier name, address, telephone number

emergency telephone number

delivery time

unit price

Environmental Subcontractor shall maintain and keep current, the spare parts list at the Facility.

Spare Parts Inventory

Environmental Subcontractor shall develop and submit to the MBTA for approval within 45 days of the Notice to Proceed, a list of critical spare parts recommended by the equipment manufacturers for each unit operation, appurtenances, and equipment component (ODRL 3.8-040). Environmental Subcontractor is responsible for maintaining in inventory all items listed on the critical spare parts inventory list. This list shall include, but not be limited to, the following items:

One (1) Pulsa-Feeder chemical injection pump (Model 4EAD-DP)

Three (3) gallons of Pulsa-Feeder hydraulic lube oil

One (1) hose for 1HP peristaltic pump

Three (3) hoses for 5HP peristaltic pumps

One (1) hose for 7.5 HP peristaltic pump

Two (2) oil skimmer tubes

One (1) LMI metering pump (Model B141, 7 gph)

Environmental Subcontractor shall provide all materials necessary to operate and maintain CMRF Wastewater Pretreatment Facility, including but not limited to, granular activated carbon replacements and ultra-filtration membranes.



Granular Activated Carbon Replacement

In the event that the MWRA or other appropriate regulator later requires the reinstallation of pretreatment carbon units, Environmental Subcontractor shall be responsible for the regular and routine influent and effluent monitoring of the primary activated carbon vessel to determine column breakthrough. Upon discovery of breakthrough, the primary vessel shall be taken off-line and the secondary vessel shall be made the primary vessel. Breakthrough monitoring shall commence immediately on the newly designated primary vessel. Within 7 calendar days, the granular activated carbon media from the off-line vessel shall be replaced and the vessel brought back on-line as the secondary vessel.

Environmental Subcontractor shall be responsible for the handling and disposal of waste granular activated carbon and shall handle this waste in accordance with all federal, state, and local regulations.

Ultrafiltration Membrane Replacement

Environmental Subcontractor shall be responsible for the regular and routine inspections of the ultrafiltration unit to determine the integrity of the eighteen Zennon ultrafiltration membranes. Upon discovery of membrane damage or based on the manufacturer’s recommendation, Environmental Subcontractor shall contract, at no cost to the MBTA, Zennon representatives immediately to expedite the ultrafiltration membrane replacement. Wastewater shall not be discharged at any time while the ultrafiltration unit is off-line, unless Environmental Subcontractor conducts sampling and receives analytical results from a MassDEP-certified laboratory indicating that the effluent to be discharged is within the MWRA permit limits.

Environmental Subcontractor shall be responsible for the handling and disposal of damaged membranes and shall handle this waste in accordance with all federal, state, and local regulations.

Safety and Security

Environmental Subcontractor is responsible for maintaining a safe and secure work environment at the Facility. Environmental Subcontractor shall ensure that the Facility is maintained and operated in compliance with applicable OSHA regulations and that Environmental Subcontractor’s personnel who work at the Facility have received OSHA-required training. Environmental Subcontractor shall ensure that the Facility and its appurtenances and associated equipment are maintained in good operating condition and are provided with OSHA-required safety devices and markings. Environmental Subcontractor shall ensure that the Facility is staffed by at least one qualified operator at all times to prevent inadvertent access to the Facility by unauthorized and/or unqualified persons.



Training and Qualifications

Environmental Subcontractor shall ensure that personnel who work at the Facility and/or on MBTA property and who operate and/or maintain the Facility, appurtenances, and associated equipment are qualified to perform the services provided. Qualifications must include demonstrated experience in the operation and maintenance of wastewater pretreatment facilities. Wastewater treatment plant operators must have current valid certification to operate Grade 3-Industrial treatment facilities pursuant to 257 CMR 2.00.

WIDETT CIRCLE TERMINAL WASTEWATER TREATMENT AND REUSE FACILITY OPERATIONS AND MAINTENANCE

Description of Services

These specifications define the conditions and requirements for the operation and maintenance (O&M) of the existing wastewater Treatment and Reuse facility (Facility) located at the Widett Circle. Environmental Subcontractor shall furnish labor, parts, and equipment necessary to operate, service, maintain, and repair the Facility, appurtenances and associated equipment. The Facility unit operations and primary system components are listed in Table ES6-1 where available.



Table ES6-1 Pretreatment Facility Unit Operations

UNIT PROCESS

DESCRIPTION*

TREATMENT FACILITY OVERVIEW–

Collection Sumps

Oil/Water Separation

Equalization

Bag Filtration

pH Adjustment

Ultrafiltration (UF) and Clean In Place (CIP)

Evaporation

Carbon Adsorption (by-passed, not in service)

Ion Exchange (by-passed, not in service)

Chemical Feed Systems

Storage Tanks

Lift Station

Programmable Logic Controller



Design Flow Rate: 10 gallons per minute Closed Loop System – for recycling train wash water.

COLLECTION SUMPS

Reclaim pit with submersible sump pump for wash water

Oil/Water separator tank with submersible sump pump



SUMP and PUMPS

Wastewater Sump, T-101, with Oil collector and duplex submersible sump pumps,P-101 A&B

EQUALIZATION TANK and PUMPS

1,000-gallon Equalization Tank, T-102 with Duplex Horizontal Centrifugal pumps, P-102A&B

BAG FILTRATION

25 micron Bag Filter, F-101A

5 micron Bag Filter, F-102A



COALESCING UNITS

By-Passed, Not In Service

CAUSTIC pH ADJUSTMENT SYSTEM

Design Flow Rate: 30 gallons per minute Static Mixer, pH Adjustment Tank, T-103 with Mixer

Caustic Metering Pump



WET WELL TANK AND PUMPS

Wet Well Tank, T-104 with Duplex Pumps, P-104A&B

CONCENTRATE TANK and PUMPS

3,600-gallon concentrate Tank, T-105

Air Operated Diaphragm Pumps, P-106A&B to feed evaporators

Horizontal Centrifugal Pump. P-105 to feed UF System


ULTRAFILTRATION & CIP

Skid mounted Koch Membrane Systems, Konsolidator 252 RM Ultrafiltration System with High Pressure Horizontal Centrifugal Feed Pump One CIP Tank

PERMEATE TANK AND PUMPS

1000-gallon Permeate Tank, T-107

Duplex Horizontal Centrifugal Pumps feeding Acid Area



ACID pH ADJUSTMENT SYSTEM

Design Flow Rate: 30 gallons per minute

Static Mixer, pH Adjustment Tank, T-107 with Mixer

Acid Metering Pump


WET WELL TANK AND PUMPS

Wet Well Tank, T-108 with Duplex Pumps, P-108A&B

EVAPORATION

Small SAMSCO Water Evaporator Series 700 – Natural Gas with 60 gallons per hour evaporation rate

Large SAMSCO Water Evaporator Series – Natural Gas with 120 gallons per hour evaporation rate



EVAPORATOR WASTE PUMP AND TANK

Transfer Pump T-109 and 500-gallon Waste Collection Tank, T-110 for small evaporator.

Transfer Pump and Waste Collection Tank for Large Evaporator



CARBON ADSORPTION

Two Activated Carbon Units – Approximately 2000 pounds GAC each (BY-PASSED, NOT IN SERVICE)

ION EXCHANGE VESSELS

Six Ion Exchange units (BY-PASSED, NOT IN SERVICE)

CHEMICAL FEED SYSTEMS

Metering Pumps for pH adjustment of Process Tank & UF

STORAGE TANKS

One Aboveground Waste Oil storage tank

Two Evaporator Sludge Storage Tank



PROGRAMMABLE LOGIC CONTROLLER (PCI)




*Environmental Subcontractor is responsible for verifying all equipment specifications.

General Description of Treatment System

From the MWRA meter, water is manually added to the system at Tank # 109, the clean rinse tank. The water progresses through the several stages of the train wash, gray rinse detergent brushes, detergent arches and into the detergent recovery tank also known as Tank # 102. This tank serves both the train wash and closed loop systems. Water may be reused in the wash process or introduced into the closed loop flow.

If the water is entering the closed loop process it is transported from this same Tank # 102 through filters F101B and F102B, into Tank # 103 (where its Ph is adjusted up by the addition of Caustic Soda to a base level required by the ultra filter for process purposes) through Tank # 104, then transported to Tank #105. From Tank #105 the water may flow to any one of three separate destinations, which include the following:

The Overflow to Tank # 101

The Ultra Filter

The evaporator

When more water is pumped into Tank #105 than can be accommodated, the overflow flows through a system of pipes through the foundation of the building into OW 101 located approximately 700 feet away at column 20.

Water is continually drawn off Tank #105 and fed through the Ultra Filter. Having passed through the Ultra Filter the water is either returned to Tank # 105 as “concentrate” or transported as “permeate” to Tank # 106.

Water heavy with contaminants is drawn off near the bottom of Tank # 105 and transported to the evaporators. At the evaporators, waste products from the train wash process are concentrated and the water is vaporized and boiled off into the atmosphere.

Water from Tank # 102 (also called detergent recovery tank in its train washing capacity) may, if it does not follow the route described in section 7.1.1 of this Schedule 3.8 (Environmental Services) above, reenter the train wash process. In the train wash process water from the train wash remaining on the trains, drains onto the floor as the train moves through the building. This water is collected through a system of drains and is transported to OW 101 previously mentioned above in Section 7.1.2.1 of this Schedule 3.8 (Environmental Services). From OW 101, water is transported through Tank #101, through filters F-101A and F-102A. The water is pumped past the coalescer units (currently by-passed) and on to the same Ph adjustment area mentioned in section 7.1.1 of this Schedule 3.8 (Environmental Services) and continues on as previously described.

From Tank # 106, the water is transported to a second Ph adjustment area where Sulfuric Acid is mixed in to lower the base mixture required for Ultra Filtration. The water then passes through carbon beds (currently by-passed), resin beds (currently by-passed) and finally into the clean rinse Tank # 109 where it is mixed with water from the MWRA (if the level of water in the system is low) and is ready for re-use in the train wash process.

Summary of Work

Facility operation and maintenance shall include operating, monitoring, testing, and maintaining unit operations, appurtenances, and associated equipment including pumps, oil/water separators, filtration systems, equalization and process tanks, ultrafiltration unit, carbon adsorption units, chemical feed systems, piping, valves, storage tanks, and electrical controls and instrumentation. Environmental Subcontractor shall record data and maintain logs of monitoring, testing, and operation and maintenance activities performed under these specifications. Environmental Subcontractor shall conduct sampling and laboratory analysis required for normal operations and maintenance. Environmental Subcontractor is responsible for proper and legal handling and offsite disposal of wastes generated during Facility operation and maintenance. Environmental Subcontractor shall handle, transport, and dispose of wastes in accordance with EPA and MassDEP rules and regulations and provide testing, manifesting, and reporting services specified in Section 2 (Stormwater Inspections and Catch Basin Cleaning) of this Schedule 3.8 (Environmental Services).



Status of Facilities

The Operator acknowledges and agrees that the Operator shall be responsible for the maintenance, repair and operation of the Widett Circle wastewater treatment and reuse facility systems, as in effect on the Agreement Services Commencement Date, in accordance with the provisions of Section 4 (Onsite Subsurface Disposal System Servicing) of this Schedule 3.8 (Environmental Services) and the costs of all such services are included in the Annual Fee.



Execution of Work

Operation and Maintenance

General


Environmental Subcontractor shall be responsible for, the regular and routine operation, maintenance and repair of all treatment system equipment, including but not limited to, pumps, oil skimmers, bag filters, settling tanks, equalization and process tanks, ultrafiltration units, evaporator, carbon adsorption units, ion exchange columns, chemical feed systems, piping, valves, storage tanks, system controls, electrical controls and instrumentation. Environmental Subcontractor shall operate the Facility in a manner that adequately treats all the wastewater streams from the Facility for reuse. Environmental Subcontractor is prohibited from discharging treated or untreated wastewaters, including any residuals, backwashes, blow downs or waste materials, to the sewer or stormwater drainage systems.

Environmental Subcontractor shall obtain and/or maintain applicable environmental permits for the Facility, and shall comply with all the requirements of the permits, including but not limited to conducting sampling and monitoring, preparing and submitting reports, and implementing corrective actions. Environmental Subcontractor shall forward copies of all reports submitted to any agency to the MBTA’s designated contact (ODRL 3.8-041).

Environmental Subcontractor is responsible for maintaining monitoring and operating and maintenance logs at the Facility. Environmental Subcontractor shall forward copies of all maintenance and operations reports prepared to the MBTA’s designated contact (ODRL 3.8-041).

Environmental Subcontractor shall staff the Facility in accordance with the Staffing Plan requirements of this specification.

Environmental Subcontractor shall provide all materials necessary to operate and maintain Wastewater Treatment and Reuse Facility including, but not limited to, activated carbon replacement and ultrafiltration membranes.

Environmental Subcontractor shall develop and maintain an Operation and Maintenance Manual in accordance with the requirements of this specification (ODRL 3.8-042).

Environmental Subcontractor shall notify the MBTA’s designated contact immediately to report any Facility malfunctions observed or to report any excursions from the required treated reuse water quality. Environmental Subcontractor shall also immediately report any spills or releases from the facility to the appropriate agencies and to the MBTA’s designated contact.

Prohibited Discharge

The train wash water treatment system is a closed loop recycling system. Environmental Subcontractor is prohibited from discharging wastewater, either treated or untreated, to the MWRA sewer, the ground surface, surface water collection systems, or underground injection wells. In addition, no residues, wash waters, blow downs shall be released, spilled or discharged to the MWRA sewer, the ground surface, surface water collection systems, or underground injection wells.

Treatment Chemicals

Environmental Subcontractor shall for purchase and maintain in inventory, wastewater treatment chemicals expected to be necessary for the operation of the wastewater treatment plant. Table ES6-2 is an estimate of treatment chemical use and is based on current operating conditions. The requirements for chemicals not listed or chemicals in quantities exceeding these amounts will not be the basis for additional payments.



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