Town of Edgartown, MA

Wastewater Treatment Facility

Plant Performance

 

Technical Report, "WASTEWATER TREATMENT FACILITY NOISE MEASUREMENTS EDGARTOWN, MA - September 2004". Click HERE to see and /or download a copy in a 'doc' format.

In the summer of 2004, the Wastewater Treatment Facility received complaints from neighbors with residences located adjacent to the facility. Complaints referred to noise emissions from the plant. In response to those complaints the Edgartown Wastewater Commission has authorized a brief study to conduct spot measurements of octave band and dBA sound pressure levels. The measured levels are to be compared to the sound pressure levels that were acquired in the fall of year 2000, prior to when the stack silencer was installed. The study further includes a comparison of the spot check measured levels to the noise criteria defined by the Massachusetts Office of Environmental Affairs, Division of Air Quality Control (DAQC), policy 90-001, dated 1 February 1990. That comparison determines if the Wastewater Treatment Facility is in compliance with noise regulations imposed by the State of Massachusetts.

 

Technical Report, "NUTRIENT MANAGEMENT STUDY REPORT Pursuant to special condition I(A)(g) of groundwater discharge permit No. SE #2-24". Click HERE to see and /or download a copy in a 'doc' format.

NITROGEN LOADINGS TO THE EDGARTOWN GREAT POND
The Town of Edgartown, including the Commission, has taken significant steps aimed at protecting and improving the health of Edgartown Great Pond.  In particular, the Town, including the Commission, has sought to identify and implement appropriate ways to reduce and mitigate the impacts of new and ongoing nitrogen loadings to the Pond from various nitrogen sources within the Pond watershed.  Based on these ongoing efforts, and for the purposes of fulfilling the requirements of Special Condition I(A)(g) of the Permit, the Commission makes a series of recommendations summarized in this report.

 

Technical Report, "Executive Summary of the 604b Study for Edgartown Great Pond". Click HERE to see and /or download a copy in a 'doc' format.

SUMMARIZES PROBLEMS & OFFERS ALTERNATIVES
The Great Pond is a coastal salt pond with occasional salt water inflow which has a number of indicators that should cause us to take extreme care in the future to limit the nutrients that the pond receives to what it is capable of processing. This includes findings and conclusions including a short term as well as long term strategies.

 

Engineering Report, "Wastewater Treatment Facility and Septage Handling - Odor Study, Edgartown, Massachusetts" dated June 2000. Click HERE to see and /or download a copy in a 'doc' format.

ODOR CONTROL ALTERNATIVES
Based on a site visit and review of data from the Edgartown WWTF the following areas have been investigated to reduce odor emissions and improve WWTF performance.  Septage Receiving and Pretreatment Area;  Dewatering Room Sludge Container Pole Barn;  Scum Handling and Disposal System.
 Alternatives investigated include structural modifications, equipment modifications, operational procedures, and chemical addition.  Each alternative is reviewed in terms of estimated costs, expected performance, operational issues, and impact on other WWTF unit processes. 

 

"EDGARTOWN, MA WASTEWATER TREATMENT FACILITY ACHIEVES HIGH LEVELS OF DENITRIFICATION WITH WIDE SWINGS IN FLOWS AND LOADINGS", published in the NEWEA JOURNAL, MAY 1998, VOL. 32 NO. 1, 75. Click HERE to see and /or download a copy in a 'doc' format.

TREATMENT PLANT
The Town has a 0.755-mgd advanced wastewater treatment facility (WWTF), which included a new operations building, renovations to the xisting operations building, a pretreatment building, primary clarifiers, activated sludge process with separate anoxic and aerobic basins (the Modified Ludzack-Ettinger (MLE) process), secondary clarifiers, ultraviolet disinfection, rapid infiltration basins for effluent disposal into Martha's Vineyard's sole source aquifer, sludge processing facilities, and odor control collection and treatment systems.

 

MEMORANDUM on "Edgartown Wastewater Treatment Facility Noise Emissions" by BBN Technologies, Cambridge, MA, Dated 30 November 2000.  Click HERE to see and /or download a copy in a 'doc' format.
NOISE REDUCTION ANALYSIS
In order to achieve compliance with the pure tone requirement imposed by the DEP, the sound pressure level in the 500 Hz octave band would have to be reduced by a minimum of 9 dB, (12-3), in order for it to be no greater than 3 dB above the magnitude of the sound pressure level in the adjacent octave band centered at 1000 Hz. This analysis has identified the magnitude of noise reduction required (9 db) and the octave band in which the noise reduction is required (500 Hz). However, the specific source of the noise excess and the mechanisms by which noise is transmitted also need to be identified in order to make valid conclusive noise control recommendations.