SFD Promotion Initiative: Final Report
SFD Promotion Initiative: Final Report
Tiruchirappalli
India
Final Report
www.sfd.susana.org
1. The Diagram
End-use/Disposal: There is one STP of 58 MLD lack of clarity in allocation of roles and
capacity based on Wastewater Stabilization responsibilities between state and local
Pond (WSP) technology (TWADB, 2015). agencies, which sometimes leave large gaps in
Private emptiers dispose septage in to four implementation (USAID, 2010).
sewage pumping stations. Septage is co-treated
with sewage (TCC, 2015b). A minimal charge of The following stakeholders are responsible for
INR 30 (0.45 USD) is collected as emptying fees sanitation service delivery in Tiruchirappalli:
from private emptiers. Private emptiers has to
renewal their license by paying INR 2000 (30 Key Stakeholders Institutions / Organizations
USD) every year. The treated waste water is
discharged in to Koriyaar River. Public Institutions Tamil Nadu Water Supply
and Drainage Board (TWAD
According to Census, 59% of city is dependent Board), Tiruchirappalli
on offsite systems and population connected to Municipal Corporation (TCC)
sewer line is 53%. It is assumed that 13% of Tamil Nadu Pollution Control
waste water is lost in transportation, and 40% is Board (TNPCB)
treated and hence shown safe in SFD. User Private Sector Private emptiers
interface directly discharging in open drain or
open ground is around 6% and 17% of Faecal Table 1: Key stakeholders (Source: compiled by CSE,
2015)
Sludge (FS) i.e. effluent from septic tanks also
joins in open drain. Out of 23% of waste water in
open drain around 5% is tapped and treated at TWAD Board is responsible for planning,
STP. designing and construction of sewerage
system.TCC is responsible for operation and
Rest of the 36% of the city is dependent on maintenance of sewerage network. The city
onsite sanitation systems (OSS), out of which corporation licenses private emptiers and allows
34% is dependent on septic tanks and 2% on them to dispose septage in sewage pumping
pits. The public latrines are either connected to stations.
septic tanks and sewers hence are incorporated
partially in onsite systems and rest in offsite Private emptiers and TCC both are responsible
systems. Septic tanks are not contained as they for septage management.
are connected to open drains but pits are
contained as ground water table is more than 10 TNPCB is responsible for monitoring and
mbgl. evaluation of STPs.
Limitations of SFD:
It’s dependent on secondary data and true
picture of the city may differ.
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Table of content
Executive summary…………………………………………………………………………………….i
Table of contents……………………………………………………………………………….….….v
List of tables…………………………………………………………………………………………...vi
List of figures……………………………………………………………………………………........vii
Abbreviations…………………………………………………………………………………..…….viii
1 City context .................................................................................................................... 1
2 Service delivery context description/analysis .................................................................. 3
2.1 Policy, legislation and regulation ............................................................................. 3
2.1.1 Policies, legislations and regulations at national level....................................... 3
2.1.2 Policies, legislations and regulations at state level and ULB level .................... 4
2.1.3 Institutional roles .............................................................................................. 4
2.1.4 Service provision .............................................................................................. 6
2.1.5 Service standards ............................................................................................ 6
3 Service outcomes ........................................................................................................... 8
3.1 Overview ................................................................................................................. 8
3.1.1 Sanitation facilities ........................................................................................... 9
3.1.2 Containment..................................................................................................... 9
3.1.3 Emptying .........................................................................................................10
3.1.4 Transportation .................................................................................................10
3.1.5 Treatment and Disposal ..................................................................................11
3.2 SFD matrix .............................................................................................................11
3.2.1 SFD matrix explanation ...................................................................................11
3.2.2 Risk of groundwater contamination .................................................................13
4 Stakeholder Engagement ..............................................................................................15
4.1 Key Informant Interviews ........................................................................................15
5 Acknowledgements .......................................................................................................16
6 References ....................................................................................................................17
7 Appendix .......................................................................................................................18
7.1 Stakeholder identification (Tab 2: Stakeholder Tracking Tool) ................................18
7.2 Tracking of Engagement (Tab 3: Stakeholder Tracking Tool) .................................19
7.3 SFD matrix .............................................................................................................20
7.4 Map showing areas covered by sewerage network ................................................21
List of tables
Table 1: Decadal population growth rate of Tiruchirappalli ..................................................................... 1
Table 2: Institutional roles and responsibilities ........................................................................................ 5
Table 3: Sanitation technologies and contribution of excreta in terms of percentage of population ....... 8
Table 4: Description of variables used in SFD ...................................................................................... 12
Table 5: Percentage of the population using each system technology and method ............................. 14
List of figures
Figure 1: Tiruchirappalli city ward map .................................................................................. 2
Figure 2: Septic tank connected to community toilet in Ariamangalam slum ......................... 9
Figure 3: Vacuum tankers used for emptying onsite sanitation systems ...............................10
Figure 4: Septic tank connected to community toilet in Ariamangalam slum ........................10
Figure 5: Waste Stabilisation Pond at Panjapur ...................................................................11
Figure 6: Map showing areas covered by sewerage network................................................21
Abbreviations
FS Faecal Sludge
WW Waste Water
1 City context
Tiruchirappalli, also known as Trichy, is one of the largest cities of Tamil Nadu, located along
the Cauvery river delta, spread across 167.23 sq.km. It is centre for trade, education,
pilgrimage and is the administrative headquarters of Tiruchirappalli district. The presence of
a large number of energy equipment manufacturing units in and around the city has earned it
the title of "Energy equipment and fabrication capital of India". The famous Sri Ranganatha
Swamy temple is located in the city, which attracts lakhs of tourists every year. The city has a
population of 916,857 with density of 5,483 per sq.km, which is very high when compared to
state average of 515 persons per sq.km (TCC, 2015). There are 211 approved and 75
unapproved slums with population of 228,518 which is 26% of the total population. The
daily floating population of the city was estimated at around 250,000 (TCC, 2015a). Table 1
describes the population growth rate.
1951 323693 -
1961 374284 15.63
1971 478363 27.81
1981 578767 20.99
1991 669452 15.67
2001 746062 11.45
2011 847387 13.58
City lies on the plains between the Shevaroy Hills to the north and the Palni Hills to the south
and south-west. The topography of Trichy is almost flat, with an average elevation of 88
meters. The city is located within the geographic coordinates of 10.8050° N and 78.6856° E.
It experiences a tropical savanna climate with no major change in temperature between
summer and winter. The annual mean temperature is 28.9 °C and the monthly average
temperature ranges from 25 °C and 32 °C. As the city is located on the Deccan Plateau, the
days are extremely warm and dry; evenings are cooler because of cold winds that blow from
the southeast. The warmest months are from April to June; from June to September, the city
experiences a moderate climate tempered by heavy rain and thundershowers. The average
annual rainfall is 841.9 mm and because of the northeast monsoon winds, rainfall is heaviest
during the months October to December (TCC, 2015).
River Cauvery is the major source of water for the city, and municipal water supply is 128
MLD (TWADB, 2015). The treated waste water is disposed in Koriyaar River. Community
latrines are unusable due to the damaged septic tanks and broken drainage pipes, leaving
people with no choice but to defecate in open. The nearby drains or open spaces are used
by children whereas women wait for the nightfall. The urinals/ toilets are very difficult to
maintain in areas like bus stand due to huge floating population.
The advisory note on septage management in urban India, issued by MoUD in 2013,
recommends supplementing CSPs with Septage Management Sub-Plan (SMP) as a part of
the CSP, being prepared and implemented by cities. Septage here broadly refers to not only
FS removed from septic tanks but also that removed from pit latrines and similar on-site
toilets. This advisory provides references to Central Public Health & Environmental
Engineering Organisation (CPHEEO) guidelines, Bureau of Indian Standard (BIS) standards,
and other resources that users of this advisory may refer for details while preparing their
SMP (MoUD, 2013). It clearly discusses on techno- managerial and socio- economic aspects
of septage management in India and provides guidelines for Urban Local Bodies (ULBs) to
plan and implement SMP.
There are no specific legal provisions relating to septage management, but there are a
number of provisions relating to sanitation services and environmental regulations, which
majorly stems from, The Environment (Protection) Act, 1986 and the Water (Prevention and
Control of Pollution) Act, 1974. It also applies to households and cities with regard to
disposing wastes into the environment. ULBs/ utilities also have to comply with discharge
norms for effluent released from sewage treatment plants and to pay water cess under the
Water Cess Act, 1977. The ULB is responsible for ensuring the safe handling and disposal of
septage generated within its boundaries, for complying with the Water Act for meeting all
state permit requirements and regulations (CSE, 2010). Municipal acts and regulations
usually refer to management of solid and liquid wastes but may not provide detailed rules for
septage management (MoUD, 2013).
The Prohibition of Employment as Manual Scavengers and their Rehabilitation Act is enacted
in 2013. This act prohibits employment of manual scavengers, installation of insanitary
latrines. It has laid strong emphasis on rehabilitation of manual scavengers. This act has
become instrumental in eradicating manual scavenging from India.
2.1.2 Policies, legislations and regulations at state level and ULB level
According to Constitution of India, water and sanitation is a state subject. Statutory powers
are conferred to the state for making laws on water and sanitation.
There is state urban sanitation policy for Tamil Nadu, drafted in 2012 .The overall goal of this
policy is to transform Tamil Nadu into “community driven, totally sanitized, healthy and
liveable towns and cities”. This policy is yet to be endorsed by the government. There are no
specific laws and regulations on septage management at state level. But municipal laws
have some provisions for septage management and are listed below:
b. Tamil Nadu Town Panchayats, Third Grade Municipalities, Municipalities and Municipal
Corporations (Public Disclosure) Rules, 2009.
The Rules are applicable to all Town Panchayats, Third Grade Municipalities, Municipalities
and Municipal Corporations in the State. These rules recognize septic tank desludging as
one of the services to be provided by ULB’s. The rule directs the ULB’s to maintain record of
number of the septic tanks if there is no underground drainage.
c. Operative Guidelines for Septage Management for Urban Local Bodies in Tamil Nadu
(Government Order (G.O). (Ms) No.106, dated 1/09/2014)
The guideline applies to all the urban and rural local bodies of Taminadu. These guidelines
seek to empower the local bodies with knowledge, procedures and facilities. It covers key
elements of septage management: Design, construction and desludging of septic tanks;
Transportation, treatment and disposal of septage; Tariff setting for desludging services;
Information, education and communication; record keeping and reporting.
The 74th Constitutional Amendment Act of 1992 reformed the sector by transferring
responsibility for domestic, industrial, and commercial water supply and sewerage (WSS)
from state agencies, such as Departments of Public Health Engineering and State Water
Boards, to Urban Local Bodies (ULBs). This transfer has resulted in a variety of
implementation models, as well as lack of clarity in allocation of roles and responsibilities
between state and local agencies, which sometimes leave large gaps in implementation
(USAID, 2010).
Management and delivery of urban basic services in Tamil Nadu is governed by various
institutions. The following are the institutions responsible for policy making, service provision
and regulation of urban services.
Municipal Administration and Water The Municipal Administration and Water Supply
Supply Department (MAWSD) Department is committed to implement progressive
schemes for the creation of urban infrastructure,
improved civic governance, delivery of civic services
and making the cities and towns in the State safe,
clean and liveable.
Tamil Nadu Water Supply and It is responsible for the implementation of providing
Drainage Board (TWADB) Water Supply and Sewerage facilities to the public of
the entire state of Tamil Nadu except Chennai
Metropolitan area.
Tamil Nadu Pollution Control Board Advises state on pollution related standards and
(TNPCB) policies. Monitoring of treatment plants. Key regulator
for pollution related issues.
A host of institutions are involved in management of sanitation activities with varying roles.
While most of the state level institutions are responsible for policy setting, oversight and
monitoring, TCC is responsible for actual implementation. The Municipal Acts place most of
the responsibilities in the area of sanitation to TCC. Three departments in TCC i.e., Town
planning, Public Health Engineering and Sanitation are vested with powers of implementation
of sanitation related schemes/projects.
Furthermore, when no separate utility exists, there is no separation of accounts for different
activities within a municipality. Some states and cities have non-typical institutional
arrangements. For example, in Rajasthan the sector is more centralized and the state
government is also in charge of operation and maintenance, while in Mumbai the sector is
more decentralized and local government is also in charge of planning and investment
(NIUA, 2005).
3. Manual on Sewerage & Sewage Treatment, Second Edition, 2013: This manual has been
developed by Central Public Health and Environmental Engineering Organization
(CPHEEO).It provides detailed design and guidelines for various technologies of
wastewater management.
4. Code of Practice for Installation of Septic Tanks, 1985: Issued by Bureau of Indian
standards. It is a national standards setting body of India. The code specifies standards
and design consideration for installation of septic tanks.
3 Service outcomes
Service outcome analysis is based on secondary sources. Two key sources of data are
used; Census of India, 2011 and data from TMC. The data is crosschecked and updated by
key informant interviews (KIIs). Data on containment is available in Census. Data on
emptying and transportation is collected by KIIs. However most of the data is qualitative.
3.1 Overview
This section presents the range of sanitation technologies/infrastructure, methods and
services designed to support the management of FS and wastewater (WW) through
sanitation service chain in Tiruchirappalli. The details on quantitative estimations are
presented in table below and following sections:
Pit latrine with slab Lined pit with semi-permeable walls and T1A5C10
4 open bottom, no outlet or overflow, 2.1
significant risk
Public and community toilets: In Tiruchirappalli, there are 306 public toilets and 78 integrated
sanitary facilities (ISF). ISF includes bathroom facilities along with separate toilet seats for
men and women. There are 384 facilities in total, out of which 233 are connected to
sewerage network whereas 151 are connected to septic tanks (TCC, 2015a).
Institutional and Commercial areas: There are 33 public health centers, 2 bus stands, 101
marriage halls, 3 shopping complexes, 11 daily markets. Public toilets are available in
markets and bus stands (TCC, 2015a).
School sanitation: There are 42 elementary, 24 middle, 6 high schools and 2 higher
secondary schools. There is no data on private schools (TCC, 2015a).
Due to lack of data on excreta generated from institutions, industrial areas, restaurants and
hotels. These establishments have not been taken into consideration for production of SFD.
The excreta from public toilets and residential areas are considered for this study.
3.1.2 Containment
The sewerage network caters to around 53% of the population. 45% are connected through
individual toilet to sewerage network whereas 8.5% are connected through public toilets. Out
of 65 wards, 25 are fully covered, 25 partially covered and 15 are uncovered by sewerage
network (TCC, 2015). The rest of the city is majorly dependent on septic tanks. It was
observed during the visit to the city that, size, location, and design of on-site systems are
majorly dependent on the space available, the practice followed in the area and discretion of
local masons. The septic tanks constructed are generally not adhering to design prescribed
by Bureau of Indian Standards (BIS). The effluent from the septic tank flows into open drains.
Some households are also connected to pits.
3.1.3 Emptying
There are around 30 private emptiers of varying capacities plying in the city. The emptying
fees ranges from INR 1000 to 1500 (15 to 22 USD) per trip. Apart from private service,
Tiruchirappalli city Municipal Corporation (TCC) operates an emptier of 4000 litres capacity.
According to city corporation approximately 0.756 million litres of septage is collected per
month through 190 trips (TCC, 2015b). There are no instances of manual emptying reported.
Figure 3: Vacuum tankers used for emptying onsite sanitation systems (Source: Bhitush, Rahul/CSE,
2015)
3.1.4 Transportation
The total length of main sewer is 352.4 km (refer appendix 7.4 for sewerage map). The
sewage is conveyed to the only STP located at Panjapur. There are 30 open drains spread
across the city, 20 of them feed into STP and 10 others feed untreated waste water to river
directly. Total length of drains is 801.14 km (TCC, 2015). The emptiers transport septage by
truck mounted vacuum tankers to 4 major sewage pumping stations. Septage mixes with
sewage and is conveyed to the Sewage Treatment Plant (STP) through pumps (TCC,
2015b).
Whereas 36% of the city is dependent on onsite sanitation systems (OSS), out of which 34%
is dependent on septic tanks and 2% on pits. The public latrines are partially connected to
septic tanks and rest connected to centralized sewer network. Septic tanks are not contained
as they are connected to open drains but pits are contained as ground water table is more
than 10 mbgl.
It is difficult to determine the percentage of effluent and septage generated from tanks, hence
to reduce the maximum error; it’s assumed to be 50% each. Therefore, 17% of FS which is
effluent goes into open drain. Some FS is always left in the tanks and is assumed to be 2%.
Whereas 1% of FS is contained in pits, which includes infiltration of water as well, and rest
1% of pits are emptied in pumping station. Overall out of 16% of FS emptied, 14% is
conveyed through pumping stations and is co-treated with sewage at STPs. 5% of population
practices open defecation and hence shown unsafe on SFD.
Variable Description
W5a WW treated
F2 FS contained (onsite)
F3 FS emptied
F5 FS treated
Assuming Census figures are correct; W2 was estimated to be around 53%, which includes
WW from public toilets connected to separate sewers. It is assumed that 13% of wastewater
is lost in transmission hence W11a=13%. Around 40% of WW reaches STP through
centralized separate sewer hence W4a is estimated to be 40%. W15, WW not contained, is
rounded off as 6%, as it includes WW discharged in open drains i.e. 4.8%, WW discharged
on open ground (defined as other systems in Census) i.e. 1.2% and WW from service
latrines i.e. 0.3%. 17% of FS, which is effluent from septic tanks, is discharged into open
drains. WW tapped from open drain and delivered to treatment plant is estimated to be 5%,
therefore W4c=5%. Rest of the WW which is not contained and not delivered to treatment
plant comes out to be 18%, hence W11c=18%. Total WW not delivered to treatment plant,
i.e.W11 comes out to be 31% (W11=W11a+W11c). Around 45% of WW is being treated at
STP, therefore W5a =45%.
F10 is estimated to be around 34%, which constitutes population dependent on septic tanks
and F2 is estimated to be around 2% which constitutes of 2.1% population dependent on
lined pits with semi-permeable walls & open bottom and 0.3% dependent on unlined pits.
Since there is no clear demarcation in quantity of solid FS generated and effluent/infiltration
generated from an onsite system, it is assumed to be 50% each. It is also assumed that 90%
of population (dependent on onsite systems) gets their system emptied when full. Therefore
out of 34% septic tank dependent population, FS of 15% population gets emptied, therefore
F3b=15%. Similarly for lined pits and unlined pits FS emptied taken together (i.e. F3a),
comes out to be 1% approximately, making total FS emptied (i.e. F3) equal to 16%. Whereas
FS contained but not emptied, i.e. F8 comes out to be 1%. Most of the emptied FS is
disposed in sewage pumping stations, from where it gets diluted with sewage and then
pumped to co-treat at STP, therefore F5, FS treated, is assumed to be around 14%. FS
emptied and discharged untreated in environment is approximated around 2%, therefore F11
comes out to be 2%. Since there’s some sludge always left in the tanks and pits, F15 is
estimated to be 2%. 5% of population practice open defecation and hence OD9 is computed
to be 5%.
It can be concluded that excreta of only 60% population is managed safely in Tiruchirappalli
and 40% of excreta is discharged in environment untreated.
The table 3 summarizes the percentage of the population using each sanitation technology
and method along the service chain.
Table 5: Percentage of the population using each system technology and method
Offsite T1A1C2 (Reference Not Applicable. WW of 40%of the All the WW Treated WW
L1): 53% of the population served by delivered at is disposed in
population is centralised sewers, treatment plant river and used
connected to reaches treatment gets treated for irrigation
centralised sewer, facilities, hence W4a is hence W5a is occasionally.
hence W2 is 53%. 40%. It is estimated 45%. It also
that rest of the 13% includes 5% of
T1A1C6 (Reference would be lost in WW which is
L4): 4.8 % of the transportation, hence tapped from
population is W11a=13%. open drains.
discharging their
excreta directly to WW not contained,
open drain. delivered to centralised
treatment plant, i.e.
T1A1C8 & T1A1C9 W4c is estimated to
(Reference L5): 1.2 % be5%.
of the population is
discharging their WW not contained not
excreta directly to delivered to centralised
open ground and treatment plants, i.e.
0.3% discharging- W11c, is 18% which
don’t know where. includes effluent from
OSS.
Total WW not
contained (offsite), Total WW not delivered
i.e.W15, adds up to to treatment plant, i.e.
6%. W11, is 31%.
Open 5% of population practice open defecation and hence OD9 is computed to be 5%.
Defecation
4 Stakeholder Engagement
4.1 Key Informant Interviews
The relevant departments were contacted through e-mail, letter, call and fax prior to visit to
the city. The purpose of the SFD study and depth of data required was conveyed through
introductory letter to respective departments. Overall, 6 KIIs were conducted with different
stakeholders like government functionaries, private emptiers, (see appendix 7.2). The GoTN
operates through its MAWSD. MAWSD is supported by CMA.
Limited documents were available on web hence the visit to city also helped in collecting
data, including unpublished reports. The KIIs and data collected helped in understanding the
existing situation and upcoming development plans in the sanitation sector. Due to limitation
of desk-based study all the key stakeholders engaged in sanitation services could not be
interviewed in person.
5 Acknowledgements
This report was compiled as part of the SFD promotion initiative project funded by the Bill
and Melinda Gates foundation (BMGF). We would like to take this opportunity to thank Ms.
M. Vijayalakshmi, Commissioner, TCC, Mr. S. Nagesh, City Engineer, TCC, Mr J.
Arivazhagan, Executive Engineer, TWADB for their support during our visit to Tiruchirappalli.
A special thanks to Dr. Suresh Kumar Rohilla, Programme Director, CSE for his supervision
and guidance at every step of the assessment and report writing.
6 References
BIS.1986.Code of Practice for Installation of Septic Tanks – Part 1 Design criteria and
construction: Bureau of Indian Standards (BIS).
Census of India. 2011. Houselisting and housing data: Households by availability of type of
latrine facility. [Online]. [Accessed 29 May 2015]. Available from:
http://www.censusindia.gov.in/DigitalLibrary/TablesSeries2001.aspx
CSE. 2011. Policy Paper on Septage Management in India .New Delhi: Centre for Science
and Environment (CSE).
CPHEEO. 2013. Manual on Sewerage & Sewage Treatment. Second Edition: Central Public
Health and Environmental Engineering Organization.
GoTN.1920. The Tamil Nadu District Municipalities Act, 1920: Government of Tamil Nadu
(GoTN).
GoTN.2009. Tamil Nadu Town Panchayats, Third Grade Municipalities, Municipalities and
Municipal Corporations (Public Disclosure) Rules, 2009: Government of Tamil Nadu (GoTN).
GoTN. 2014. Operative Guidelines for Septage Management for Urban Local Bodies in Tamil
Nadu: Government of Tamil Nadu (GoTN).
MoUD. 2013. Advisory Note: Septage Management in Urban India. New Delhi: Ministry of
Urban Development, Government of India.
NIUA. 2005. Status of Water Supply, Sanitation and Solid Waste Management. New Delhi:
National Institute of Urban Affairs (NIUA).
Planning Commission. 2002. India Assessment 2002 – Water supply and Sanitation:
Government of India.
Planning Commission. 2002a. Tenth Five Year Plan- 2002 to 2007.Vol 2: Government of
India.
TCC.2015. Details of Under Ground Drainage System: Tiruchirappalli City Municipal
Corporation (TCC).
TCC. 2015a. Interview with Chief Engineer at Tiruchirappalli City Municipal Corporation. May
2015.
TCC. 2015b. Interview with Junior Engineer (Solid waste) at Tiruchirappalli City Municipal
Corporation. May 2015.
TWADB. 2015. Interview with Executive Engineer at Tamil Nadu Water Supply and
Drainage Board. May 2015.
USAID. 2010. A Rapid Assessment of Septage Management in Asia: Policies and Practices
in India, Indonesia, Malaysia, the Philippines, Sri Lanka, Thailand, and Vietnam. Bangkok:
United States Agency for International Development (USAID)
7 Appendix
7.1 Stakeholder identification (Tab 2: Stakeholder Tracking Tool)
Table 6: Stakeholder identification