dep l oy i n g a y y ek a' s sol u ti on i n th e col l ecti on sy stem ... rive… · w i th...
TRANSCRIPT
Executive SummaryFall River is one of the oldest towns in the US and as such, has been operating andmaintaining a combined sewer system. Fall River was facing an unfunded ConsentDecree (federal mandate) to keep raw sewage mixed with stormwater out of theirwaterways when it rains and prevent it from spilling into the nearby Mt Hope Bay. Before deploying Ayyeka’s FAI™ platform to enhance the situational awareness withlevel monitoring technology, the city relied on measuring techniques that involvedfield crews and site visits such as reading height markers from a wooden stick, toperiodically sample levels in its wastewater system. Deploying Ayyeka's solution in the collection system has led to a substantialreduction in the city's penalties, greater compliance with EPA regulations, improvedoperational efficiency and overall increased safety of the sewer team.
Fall River, MassachusettsJan/2020
Delivering Decisions From Field Assets [email protected] +1 310 876 8040
Fall River Massachusetts
Veolia is one of the world’s leadingproviders of environmental solutionsand has been working with many waterutilities and cities in the US. Dedicated to customized, cost effectivesolutions that reflect best practices,Veolia is committed to environmentalprotection and a better quality of life.
Fall River is a small city located inMassachusetts. It provides safedrinking water and sewer services to100,000 customers. The city alsooperates more than 230 miles of thedistribution system. The city is one of the oldest towns inthe US and can be traced back to the18th century. Like many old US cities, Fall Riverwas built with a combined sewercollection system that collects bothrain water and sewage. Theinfrastructurewas not equipped todeal with the population increasenor with the heavy rains. The result:daily sewer overflows in the winterseason.
The Partner
Population: 100,000
Delivering Decisions From Field Assets [email protected] +1 310 876 8040
19CSO OUTFALLS
Discharged to the Mount Hope Bay
1.3BGALLONS
Currently, the 19 CSO Outfallsdischarge approximately 1.3-billion gallons of rainwater andsewage to the Mount Hope Bayeach year.
160MG
The Regional WastewaterTreatment Plant primarytreatment capacity to 106-million gallons per day.
FALL RIVERIN NUMBERS
86%Construction of the CSOAbatement Program has been anongoing project in the City since1997. Out of the $185 millionprojects, $160 million of the workhas been completed.
4,500 manholes
13-pumpingstations
179-miles of sewer pipeline
Delivering Decisions From Field Assets [email protected] +1 310 876 8040
completed
1 RegionalWWTP
We have been saving time and manpower on meeting regulatory needs. Today we get all our data at the click of a button
The city deployed Ayyeka FAI™ platform and installed 12 of Ayyeka's Waveletswith hydrostatic level sensors in strategic locations across the city, mainly onthe coastline where the outfalls overflow to the Bay.
The average sewer overflow was1-2ft high and the average timeof the flow was 2-3 hours.In two locations, sewer overflowwas as high as 8ft.
Key Findings
Terry SullivanAdministrator of Community Utilities
From a field maintenanceperspective, batteries have beenreplaced only once in threeyears and Wavelet performancewas excellent.
Delivering Decisions From Field Assets [email protected] +1 310 876 8040
The Wavelet have picked upnumerous of CSOs throughoutthe year and alerted all teamsdealing with sewage andrainstorms.
Delivering Decisions From Field Assets [email protected] +1 310 876 8040
AYYEKA'S DATA
12Wa v e l e t s h a v e b e e nd e p l o y e d a c r o s s t h eMo u n t H o p e B a y .
3 Wa v e l e t s h a v e b e e nr e l o c a t e d n u me r o u st i me s t o me e t t h et e a ms ' c h a n g i n gn e e d s
3Hydrostatic
Sensors used
Average overflow was 1.5ft high
Data transmitted safely (with cyber-security) to team'smobile devices
Improved situational awarenessEnhanced efficiencyBetter regulation compliance practiceReduced risk
THE CITY GAINED:1.2.3.4.