Markets: Commercial/Institutional

Meadow Walk Mixed-Use Wastewater Design / Engineering Services

Tata & Howard provided engineering services for final design and construction documents associated with the design of a wastewater treatment facility utilizing membrane bioreactor (MBR) technology for the 50-acre Meadow Walk development at 526-528 Boston Post Road in Sudbury, Massachusetts. The site is a former Raytheon engineering and R&D facility.

National Development / Avalon Bay mixed-use residential and retail development, Boston Post Road, Sudbury, MA.

Believing the site was well-suited for mixed-use residential and retail development, Sudbury selectmen and residents voted to approve zoning and development plans proposed by National Development and Avalon Bay. The site was in development for two years and is nearing completion. The project consists of several independent components, which collectively comprise a mixed-use development with new open space, retail, and restaurants as well as walkable access to adjacent retail, office, and other services along Boston Post Road. The project also included local roadway improvements, major upgrades to the streetscape and landscaping, wastewater treatment improvements, and improved water quality.

Tata & Howard was contacted initially to prepare studies of existing conditions and proposed modifications to enhance and then upgrade the wastewater facility and disposal area on the site. Additional out-of-scope changes included value engineered alternatives and additional design services. The existing wastewater treatment facility was over 25 years old and required increased discharge limits; conversion to an MBR system to achieve higher removal of BOD, TSS, TN, turbidity, and other wastewater constituents; additional treatment redundancy; upgrades to meet current Massachusetts Department of Environmental Protection (MassDEP) guidelines; increased groundwater recharge; odor control; replacement of old infrastructure with a new pump station, gravity lines, and force main; a change to mixed land/water use to result in wastewater generation that could be more efficiently treated at the new wastewater treatment facility; and a new leaching field.

Upgrades included infrastructure and a new leaching field.

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UMASS Amherst Hydraulic Modeling

Tata & Howard developed an extensive hydraulic model of the University of Massachusetts (UMass) Amherst campus. The model was verified under steady state and an extended period simulation (EPS) was completed.  Tata & Howard conducted a hydraulic review and criticality assessment and used the results to make improvement recommendations.  Tata & Howard also identified water distribution system sustainability projects for the irrigation, cooling tower makeup, and toilet flushing water.

This project included a supplemental water supply system analysis.  Potential ground and surface water sources on campus, including existing and potentially new stormwater retention ponds, were evaluated for process and irrigation water.  In addition, Tata & Howard created a hydraulic model of the UMass reclaimed water system.

The study also examined the effects that the proposed system improvements and interconnections would have on water quality.

Dam Emergency Action Plans (EAPs) in Connecticut

dam-eaps
Quillinan Reservoir Dam

Tata & Howard has prepared numerous dam emergency action plans (EAPs) for Connecticut dams in accordance with CT DEEP regulations. Between 2015 and 2017, we have completed 52 EAPs for significant and high hazard dams throughout Connecticut. Our clients have included municipalities, private dam owners, and the CT DEEP. The EAPs include the following:

  • Preparation of an inundation map and flood inundation summary table for the EAP based on the dam failure analysis. The inundation maps include the limits of potential flooding (LoPF), selected cross sections, estimated time to peak stage, and the water depth at selected locations within the LoPF. For dams with no dam failure analysis, Tata & Howard prepared inundation maps for a hypothetical dam failure using hydrologic routing techniques.
  • Preparation of a list of roads and addresses at risk and subject to flooding based on the inundation map.
  • Preparation of dam monitoring procedures including identifying the persons responsible as well as procedures for monitoring the dam during periods of heavy rain and runoff, or when conditions develop that warrant closer monitoring, such as increased or new seepage, cracking, settlement or sabotage. The EAP provides dam specific information to assist the dam owner or operator in determining the appropriate emergency level for the event.
  • dam-inspections
    Papermill Pond Dam

    Preparation of a formal warning notification procedure to alert the local authority responsible for acting on a warning or determining whether to evacuate residents and businesses within the inundation area after an unusual or emergency event is detected or reported at the dam.

  • Preparation of notification flow charts with emergency contact information of federal, state, and local agencies that are responsible for providing emergency services. The flow charts depict the order and circumstance under which the contacts should be notified. The EAPs also include a list of other emergency services contacts, such as the National Weather Service and local media, as well as the addresses of the local emergency operations center (LEOC) and shelters available to residents during an emergency per CT DEEP requirements.
  • Black Pond Dam in Meriden, CT

    Preparation of a termination procedure for ending monitoring and response activities once the emergency is over.

  • Preparation of criteria to review and update the EAP at least once every two years, or more frequently as necessary to reflect significant changes to the dam structure or downstream area, including verification of contacts in the emergency notification charts. The criteria also include guidance for the dam owner to conduct an exercise or test of the EAP concurrent with the review.
  • Preparation of aerial, location, and watershed maps for the dam.

Mission Critical Storage Tanks, SLVHCS, New Orleans, LA

hospital new orleans
SLVHCS in New Orleans, LA

CLIENT: NBBJ, Columbus, Ohio

PROJECT: Mission critical storage tank systems for Southeast Louisiana Veterans Health Care System (SLVHCS)

THE CHALLENGE: SLVHCS is the successor to the VA Medical Center, which was decimated by Hurricane Katrina in 2005. The new hospital requirements included green building practices and resiliency during natural disasters, including the ability to remain operational for at least five days with enough provisions and accommodations for up to 1,000 staff and patients in case of a major disaster.

The atrium of Southeast Louisiana Veterans Health Care System
The atrium of SLVHCS

THE SOLUTION: Tata & Howard provided design and construction administration services on specific components of the mission critical storage tanks, which include a domestic water tank, sewage holding tank, cooling tower process and bleed water tank, and fire protection water tank. Our design of specific components of the mission critical tanks included coating, waterproofing, mixing, pumping, bacteria control, odor control, venting, piping to five feet outside the tanks, and instrumentation and control. Specific design elements for resiliency and green design included the following:

  • Domestic Water Tank system instrumentation/controls include storage tank level measurement and control of inlet/outlet valves. The system also includes ultraviolet disinfection of all potable water pumped from the storage tank into the hospital.
  • Sewage Holding Tank is waterproof and its control system to provide automated response to an event using electrically actuated valves that direct the sewage from the gravity system to the holding tank. After the event, the system will turn the pumps on and transfer the sewage to the City’s system. A water spray system will automatically wash down the empty tank.
  • Cooling Tower Make-up Water Tank is waterproof and its control system design provides electrically actuated valves to receive rainwater from the building roof drains, condensate from the buildings, and potable water from the City’s water system. The Cooling Tower Make-up system instrumentation/controls include tank level measurement and control of inlet/outlet valves.
  • Cooling Tower Bleedwater Tank is waterproof and its control systems design provides electrically actuated valves to accept water from the cooling towers, recycles water to the cooling towers, and pumps it into the municipal sewer system. The Cooling Tower Bleedwater Tank system instrumentation/controls will include tank level measurement and control of inlet/outlet valves.
  • Fire Protection Water Tank is waterproof and its control system design provides electrically actuated valves to automate control of receipt of water from the CEP/Warehouse roof drains and the City’s water system.
  • The instrumentation and controls for all of the above elements are capable of communicating with the facility ‘s SCADA system.

PROGRESS: The new state-of-the-art facility opened on August 1, 2015, and the building is on track to receive LEED silver certification. For comprehensive information on the new hospital, please click here.

Standpipe Rehabilitation, University of Southern Maine

USM standpipe rehabilitationTata & Howard provided engineering services to the University of Southern Maine related to the interior and exterior rehabilitation of a welded steel water storage tank. The standpipe was constructed in the 1950’s and is approximately 30 feet in diameter and 105 feet tall with a capacity of 0.55 million gallons. The scope of services included preparing Contract Documents for the cleaning, interior abrasive blasting, exterior pressure washing, and interior and exterior coating application. The project also included coordination with two cellular companies and incorporation of corresponding design considerations into the Contract Documents. Additional design considerations included providing the USM logo on the tank exterior, repairing foundation cracks and gaps, extending the overflow pipe and installing a flapper, screen, and concrete splash pad, providing safety climb system for exterior access ladder, replacing the roof vent, and installing a new roof access hatch. Tata & Howard provided bid assistance, construction administration services, and full time construction observation. Since the standpipe is located on a college campus, the time frame for completion was limited to summer break, but the standpipe rehabilitation project was completed within budget and on schedule.

Hospital Water Audit, Framingham, MA

Hospital Water Audit, Framingham, MA

MetroWest_Medical_Center_hopsital_water_auditTata & Howard conducted a hospital water audit for the MetroWest Medical Center in Framingham, Massachusetts. The project was divided into two phases. The first phase involved data collection and a review of all water use devices at the MetroWest Medical Center (MWMC) campus. Inventory of all items was taken over a two day period.  Items were categorized by their use: toilet, faucet, shower, cooling units, etc. Tata & Howard performed an analysis of the water and dollar savings if the older models were replaced by newer, more efficient models. This analysis did not take into consideration the usage per day of the fixtures.

The second phase of the project included a cost/benefit analysis for replacing each fixture throughout the hospital.  Usage was estimated for each fixture throughout the hospital and a payback period was calculated based on replacing the fixture with a like modeled unit that meets the EPA’s minimum water efficiency standards. A six year Prioritization Plan was then completed for the campus.  Using a budget of approximately $5,000 per year, an annual savings of approximately $29,000 per year is expected upon completion of the six year plan.  Savings could increase if more efficient fixtures are purchased instead of standard efficiency units.  In addition to the Prioritization Plan, the MWMC was provided a spreadsheet detailing their fixtures throughout the campus which can be updated when an item is replaced.

For more information on water audits, please click here.

Progressive Cavity Pump Stations, Ludlow, VT

Progressive Cavity Pump Stations, Ludlow, VT

okemoTata & Howard team members designed two high head progressive cavity pump stations for the Jackson Gore expansion project at Okemo Mountain. Each pump station was designed to fit in with the landscape and each had muffin monster grinders in front of the triplex pump arrangement.  All process piping was stainless steel.

 

 

Onsite Wastewater Treatment Facility, Hopkinton, MA

Onsite Wastewater Treatment Facility, Hopkinton, MA

Private Sector — Legacy Farms

Current Project

Legacy_collage_leachfield_MSB_915v3Tata & Howard is providing design and construction administration services associated with expansion of the Legacy Farms private wastewater treatment facility and effluent disposal areas 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.

Water Main, Pump Station, and Storage Tank, Athol, MA

Water Main, Pump Station, and Storage Tank, Athol, MA

AtholMA_tank_construction

Tata & Howard provided engineering services for a water main, pump station, and storage tank for Athol Economic Development. The project specifically included the design of a new booster pump station with a chlorine injection system, emergency generator, and SCADA, approximately 3,800 linear feet of 12-inch diameter water main, and a new 210,000 gallon elevated water storage tank on Templeton Road.  This project is an extension to the existing water distribution system and was designed to serve an area of commercial development, including a Market Basket, along Route 2A.