Five Year I/I Control Plan, Leicester, MA

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Tata & Howard is working on a five year infiltration/inflow (I/I) control plan for Cherry Valley Sewer District (CVSD) in Leicester, Massachusetts. The program consists of flow monitoring, field investigation, and rehabilitation to the wastewater collection system.

In year one of the program, continuous flow, groundwater, and rainfall monitoring took place in the spring to collect data for program analysis.  Simultaneous to the monitoring, manhole inspections were performed to assess I/I potential from manholes.

Year two consisted of a data analysis of the flow monitoring results of year one. The results of this data analysis from the I/I control plan provided guidance to moving forward with I/I investigation.

Field investigation commenced in year three of the program with smoke testing being completed throughout the collection system. To follow up with results from the manhole inspection, manhole rehabilitation was performed on manholes in which I/I was evident.

Year four focused on field investigations. A large section of the collection system was inspected via closed circuit television (CCTV). Follow up building inspections were also performed in areas where sump pump connections were suspected to be an issue. Year four also focused on system operation and maintenance.  Documents were created for CVSD to focus on operations and maintenance of the system, and specifically for the manhole which houses the system flow meter into Worcester.

Year five is consisting of further CCTV investigation and a final report to summarize the project and provide recommendations on moving forward with investigations.  Future work is anticipated to focus around GIS aspects of the system and working with CVSD to maintain records and reduce I/I by being proactive with investigation and maintenance.

Industrial Park Interceptor Sewer and Pump Station, Medway, MA

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Tata & Howard conducted an alternatives analysis for the collection and disposal of the 80,000 gpd of wastewater anticipated from the Medway Industrial Park at full build out. The study included investigations of on site treatment and subsurface effluent disposal, intermunicipal connections, and/or a pump station with force main and gravity sewer to provide sewers to the Industrial Park. Upon completion of the study, Tata & Howard was retained to design a new sewer interceptor and pump station to service the industrial park.

Tata & Howard completed the design of 18,000 linear feet of 8-inch and 18-inch diameter gravity interceptor sewer and a dedicated pump station with force main to service the Medway Industrial Park. The pump station is a wet well mounted suction lift pump station with a capacity of 500 gallons per minute and it includes a dedicated standby generator with automatic transfer switch.

Main Wastewater Pump Station Rehabilitation, Ayer, MA

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Tata & Howard prepared a wastewater treatment and disposal alternative analysis for the Town of Ayer. The analysis evaluated alternative plans for treatment and disposal of wastewater utilizing the Town’s existing wastewater treatment facility, a proposed regional wastewater treatment facility, or a combination of both facilities.

The alternative analysis estimated the wastewater flows and loadings, assessed the condition and capacity of the existing plant unit processes, and recommended improvements to meet the future service needs over the next 20 years. Tata & Howard designed upgrades to the existing main wastewater pump station which pumps the entire volume of wastewater generated in Ayer.

In addition to the overall rehabilitation of the pump station, Tata & Howard designed the addition of new pumping facilities to divert wastewater to the nearby regional wastewater treatment facility at the former Fort Devens, now managed by Mass Development. The main wastewater pump station has a peak capacity of 4.0 mgd and includes four wastewater pumps with a capacity of 2,800 gpm. The upgrades included new variable frequency drives for the pumps and new SCADA.

Onsite Wastewater Treatment Facility, Hopkinton, MA

Private Sector — Legacy Farms

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Tata & Howard provided design and construction administration services associated with expansion of the Legacy Farms private wastewater treatment facility and effluent disposal areas.

The project assisted in moving from 115,000 gallons per day (gpd) to 190,000 gpd, which consists of the installation of additional membrane cassettes to increase the capacity from 115,000 gpd to 150,000 gpd, installation of additional membrane modules, installation of mechanical equipment fully redundant at a maximum daily flow of 190,000 gpd, permitting assistance with MassDEP, and the construction of two additional effluent disposal areas. Construction of the first of two new effluent disposal areas is underway, and T&H Project Engineer and Certified Soil Evaluator Matt Barry was recently on-site to conduct a perc test for the second effluent disposal area.

Original Project

HopkintonMA_LegacyFarms_layoutTata & Howard provided soil investigation and evaluation, preliminary design, and design services for an onsite wastewater treatment facility and disposal system to serve the proposed Legacy Farms mixed-use development in Hopkinton, Massachusetts.

The Legacy Farms development includes a retail village, a commercial district, a variety of residential spaces (apartments, town homes, single-family homes, and multi-family structures) on approximately 733 acres currently used for nursery and agricultural uses. Approximately 940 new dwellings, 450,000 square feet of retail and commercial space, and 500 acres of restored open space will be made available by the project.

Tata & Howard’s services have included development of treatment flows for the full, built-out project, as well as selection and design of the wastewater pumping treatment and disposal systems that were compatible for the site configuration and soils, and that would provide the level of treatment required by the Massachusetts Department of Environmental Protection (MassDEP).  The challenge was satisfied by the design for a phased approach to the construction of a membrane bioreactor (MBR) treatment system, which provides a high level of treatment.

The project includes three submersible pump stations that serve the wastewater treatment facility (influent, recirculation, and effluent disposal) and two submersible pump stations within the development itself.

Disposal of treated effluent at the Legacy Farms site will be managed by a combination of conventional leaching systems and an innovative use of drip irrigation, the first large-scale application of drip irrigation for disposal of treated effluent in the State of Massachusetts.

The success of this project was related to excellent communication between Tata & Howard and the client, and a strong working relationship with MassDEP.

Pump Station Design and Wastewater Treatment Facility Upgrades, Barre, MA

Barre wastewater treatment facility

The Town of Barre retained Tata & Howard to evaluate their existing wastewater treatment facility. Tata & Howard recommended a three phase upgrade program in order to reduce the initial impact of the construction cost on the sewer use rates. Included in the upgrade program was the design and construction of a submersible pump station that lifts the raw wastewater from an equalization tank to the biological treatment process. The pump station has a capacity of 1.2 mgd and includes variable frequency drives. The pumping station is controlled by a new SCADA system at the wastewater treatment facility. Tata & Howard also designed 8,000 linear feet of collection system sewers in the Worcester Road area of town. The project also included 500 linear feet of force main and a wet well mounted pump station. The pump station has a capacity of 200 gpm.

Wastewater Pump Station Rehabilitation, Milford, MA

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Tata & Howard provided all design and construction services related to a treated wastewater pump station at the Town’s advanced wastewater treatment facility.  This station has a capacity in excess of 1 mgd and is used to pump treated wastewater to a gas turbine power generation facility where it is used for cooling water.  Included in this project was the preparation of plans and specifications and the monitoring of water quality effects on the Charles River.

The Birch Street Pump Station is a submersible pump station consisting of two 700 gallons per minute pumps. Under maximum day flow conditions, the station has operated well above its current capacity and pump run times of 24 hours have been recorded. Therefore, prior to accepting additional flows would require upgrades to be completed. In 2013, Tata & Howard worked with the Town of Milford and was retained by a developer to design proposed upgrades for the Birch Street Pump Station rehabilitation which included upgrades to the existing submersible pumps, electrical and instrumentation, and controls.

Sewer Improvements and Wastewater Pump Stations, Bingham, ME

Bingham ME wastewater pump station

Tata & Howard provided engineering services associated with sewer improvements including evaluation, design, and construction of 3,500 linear feet of interceptor sewer, 2,500 linear feet of force mains, and three pump stations. In addition, Tata & Howard provided design and construction of 5,000 linear feet of interceptor sewer, 4,000 linear feet of gravity sewer including a river crossing, and a pump station. Tata & Howard also provided design and construction services for three new wastewater pump stations. The pump station scope included upgrading of one pump station and the design of two other pump stations. One of the pump stations is a suction lift station while the other two are submersible stations.

Wastewater Consulting Services, Pembroke, NH

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Tata & Howard provided engineering services including wastewater consulting services to develop a plan for the removal of existing inflow and infiltration (I/I) from the Town of Pembroke’s sewer collection system. The purpose of this evaluation was to review pertinent available information provided by the Town, develop a draft plan of approach to reduce I/I within the system over time and as funds are appropriated, develop a prioritized schedule for further investigations of I/I, and establish a protocol for the documentation of I/I removed from the collection system.

 

Wastewater Pump Station, Franklin, MA

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Tata & Howard was retained by the Town of Franklin to evaluate the wastewater pump station that serves the Franklin Industrial Park. The pump station had been experiencing capacity issues and periodic overflows. The design by Tata & Howard included the replacement of two existing wastewater pumps with 350 new gpm capacity pumps with variable frequency drives. The project also included a substantial increase in the volume of the station’s wet well through the construction of additional precast concrete tanks. The work also included upgrades to the existing alarm and communications systems.

Water Main Replacement, Auburn, MA

Phase I services included engineering services for bid, award, construction administration and resident observation services for approximately 6,500 linear feet of 12-inch water main and 750 linear feet of 8-inch diameter water main for a water main replacement project on Packachoag Street.

Phase II services included engineering design, bid and award, and construction administration and resident observation services for approximately 5,000 linear feet of 8-inch water main. Both phases are funded by the USDA Rural Development program.