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City Sanitation Plan

TIRUPPUR CITY MUNICIPALCORPORATION



Tiruppur City Municipal Corporation

CITY SANITATION PLAN ‐ SWACHH BHARAT MISSION

TIRUPUR CITY MUNICIPAL CORPORATION 1. Existing situation analysis

S. No

Name of District /

Corporation

Total no of

wards

Area (Sq.Kms)

No. Of Households

(2011 Population)

No. Of Slums

No. Of Slum Households Year Total

population Slum

population

Floating population (assume 5% of total population or actuals

based on survey records, whichever is

high)

Tiruppur District

1 Tiruppur City Municipal Corporation

60 159.35 242496 179 44336 2001 344543 106808 100000

2011 877778 221680 200000

2020 (Projected) 1080000 262500 200000

2025 (Projected) 1206000 300000 220000


CITYSANITATIONPLAN

CONTENTS I. GENERALINFORMATION

� City Sanitation TaskForce � TownMap � Swachhata � Approach AndMethodology � Components OfCSP � NationalUrbanSanitationPolicy � City SanitationPlan � Need ForCSP � What IsCSP � WhyCSP � CityProfile � GeneralProfile � LandUse � CityMap � Ward Wise Households&Population

II. OPEN DEFECATIONFREE � Open Defecation FreeCity � PieChart � Profile � Location Of Community/PublicToilet � MapShowingLocationOfToilet � PublicToilet/FreeUrinalImage � Individual Household ToiletImage

III. SOLID WASTEMANAGEMENT

� Solid WasteManagement � Need ForSWM � TheObjectivesOfProject � Demographics � MunicipalAdministration � PopulationGrowth � ProjectionOfPopulationandGenerationofSolidWaste � DetailsOfHouseHolds&OtherInfrastructures � The MSWMandate � Components And Status OfCompliance � Quantification Of SolidWaste � CharacterizationOf Solid Waste


� SolidWasteManagementCompletedWorks � Transportation&Equipments � BiomethanationPlant

� WastePyramid

Process Design For MSW Composting Unit Recovery OfRecycling � Green BeltDevelopment � SolidWasteManagementImprovement2015-2016

IV. WATERSUPPLY

� City SalientFeatures Map Showing Water Supply Distribution

System SchematicDiagram Existing & Proposed Water Supply

System Amrut2016-2017

V. UNDER GROUNDDRAINAGE

SYSTEM UGSS Details � City SalientFeatures

UGSPumpingStation Details STP � SludgeDigester � Amrut2017-2020

VI. OPENDRAIN&STORMWATER

CHANNEL Desilting Report Desilting Of Channels

Estimate Length OfDrains � MosquitoControl

VII. INFORMATIONEDUCATION&COMMUNICATION

� PublicParticipationInSWM � DecentralizedWasteManagementSystem � PublicInformation,Education,CommunicationPrograms(Iec) � CapacityBuildingInMswManagement � SafetyAndPrecautionsInSwm


GENERAL INFORMATION


CitySanitationTaskForce•

Special officer/Chairman/Councilors

• Corporation Commissioner

• City HealthOfficer

• ExecutiveEngineer

• AssistantExecutiveEngineer/AssistantEnginner

• SanitaryOfficers

• SanitaryInspectors

• SanitarySupervisors

• NGO/VoluntaryOrganization/SHGS

• Stakeholders

• Sanitation PrivateAgency

• SanitaryWorkers


Methodology ForCSP:


• City Sanitation Mainly based on the five basic amenitiesillustratedinthediagramShownbelow.


Approach and Methodology


COMPONENTS OFCSP

Water Supply

• Sewage

• Storm waterdrainage

• Solid WasteManagement

• Information,EducationandCommunication

• Environment

• Open defectionfree


National Urban sanitation Policy (NUSP)

National Urban Sanitation Policy (NUSP) has been

formulatedbyGovernmentofIndiawithavisiontoprovide

appropriateSanitationfacilitiesinallcities/towns.Statehave to

prepare State Sanitation Strategies and cities/townsare

requiredtopreparecitySanitationPlans(CSPs)asperNUSP

guidelines,so as to improve health and environmental

outcomes.TheCSPisavisiondocumentonsanitationwith20

to25yearshorizonwithshorttermtownlevelactionplans for

five years to achieve sanitation goals. CSP envisages

achievingthefollowingoutputs

� OpenDefecationfreestatus. � Elimination of manual Scavenging and safety of

sanitryworkers. � Prepare disposal of rain water and storm water

drainage. � Recycleandreuseoftreatedwastewaterfornon-

potableapplications. � Solid waste fullycollectedand safely disposedof

scientifically. � Servingtheunservedwithbasicminimumservices. � Measures for improved public health and

environmentalstandards.


CITY SANITATIONPLAN • Opendefecationfreetown

• Providingindividualhouseholdstoiletstoallhouseholdsin thecity

• MaintenanceofCommunity/PublicToiletsinahygenic manner

• Providingprotectedwatersupplytoallhouseholdsinthe town.

• SafedisposalofsewagewaterinUGDscheme.

• ProvidingUGDconnectiontoallhouseholds/Commercial / Public & Private institutions.

• Drainageandstormwaterdrainagetobestrengthenedand wellmaintenanceofthesame.

• 100%doortodoorSegregatedGarbageCollection.

• Bulkwastegarbagegeneratorstodisposebiowaste.

• Municipalsolidwastetobecollectedanddisposed scientifically.

• Reclamationofexistingdumpsite.

• Dryrecyclablewastearetobecollectedonceinaweek.

• Recyclablewastearetobesoldtotherecyclersandthe amountdisbursedamongsanitaryworkersconcerned.

• GarbagefreeTiruppurtobeachieved.

• Providingsafetyequipmentstoallsanitaryworkers.

• SettingupofMCCcenterssothatallbiowastearedisposed at thesite.

• Capacitybuilding/Trainingprogramsforallstaff.


• Medicalcamp/Eyecamptobeorganizedatperiodical intervals.

• ProvidingMedicalfacilitiestoallcitizensinthetown.

Need forCSP • Toachievethegoalofuniversalsanitation

• To develop access to safe and hygienic sanitation facility and arrangements (individual or community toilets) to all urban populationsothatnoonedefecatesintheopen

• To develop adequate availability and 100 percent upkeepand managementofpublicsanitationfacilitiesinallurbanareaslike commercialareas,offices,institutionandservicecentresetc.

• Toensurescientificcollection,treatmentandsafedisposaland establishappropriateandfeasibletechnologyofdisposalsystem for human excreta & liquid waste from all sanitationfacilities andestablishappropriatesystemofoperation&maintenanceof the disposalsystem.


What isCSP? The CSP is a vision document on Sanitation with 20 to 25

years horizon with short term town level action plans for 3-5 yearstoachievesanitationgoalsasperabovestatedobjections.

Broad areas to be covered in CSP are:

• Awarenessgeneration

• SanitarychoicesandTechnicaloptions

• Operation&MaintenanceandserviceDeliverysystem

• InstitutionalResponsibilities

• Reachingtheun-servedandpoorhouseholds

• LegalandRegulatoryInstitutionalResponsibilities

• Planning andFinancing

• Capacity Building &Training

• ImplementationManagement

• Monitoring&Evaluationandsupervision • City RewardSchemes.


WHY CSP • Facilitatevisiononalongtermperspective.

• Sanitationaspectshouldbeapproachedtoensure effectiveness

• Longtermvisionontransiontoa100%sanitizedcity.

• Tounderstandthecostanduserchargesimplications.

• Ensureproperassessmentofcodexandinvestment phasing

• Awarenessandsensitizationofcommunity.


CITY PROFILE

GENERAL PROFILE NAME OF ULB

: TIRUPPUR CITY MUNICIPAL

CORPORATION

AREA IN SQ.KM : 159.35 Sq.Km

POPULATIONASPER2011 CENSUS

:

877778

NUMBER OF WARDS

:

60

NUMBER OF STREETS

:

4104

NUMBER OFSANITARY DIVISION

:

17

NO.OF HOUSE HOLDS

:

244336

NO.OF SLUMS

:

179

SLUM POPULATION

:

221680

SLUM HOUSE HOLDS

:

44336

NO.OF GOVT.HOSPITAL

:

2

PRIVATE HOSPITAL

:

98

NO.OFOTHERINDIAN SYSTEM OFMEDICINE

:

152

NO.OF URBAN PHC : 17


LAND USE

Tiruppur LPA area

Tiruppur Corporation area

Rest of Tiruppur LPA

Tiruppur Corporation area

Rest of Tiruppur LPA

Extent % share

S.No Land Use in Hectares

Extent in Hectares

Extent in Hectares

% share to total LPA

to total LPA

1 Residential 12045 10727.68 1317.32 55.64 6.83 2 Commercial 1946 1782.78 163.22 9.25 0.85 3 Industrial 1258 1075.22 182.78 5.58 0.95 4 Educational 183 156.96 26.04 0.81 0.14

5 Public & Semi Public 365 276.47 88.53 1.43 0.46

Total Developed area 15797 14019.11 1777.89 11.25 6 Agricultural 3482 1915.89 1566.11 9.94 44.98

Total 19279 15935 3344 82.65 17.35


Tiruppur Corporation Tiruppur Local planning area

Extent in % to % to Extent in % to % to

S.No Land Use Hectares developed

area Total

area Hectares developed area

Total area

1 Residential 7727.68 75.62 48.50 12045 78.23 62.48

2 Commercial 1082.78 10.60 6.79 1946 12.64 10.09

3 Industrial 975.22 9.54 6.12 1258 8.17 6.53

4 Educational 156.96 1.54 0.99 83 0.54 0.43

5 Public & Semi Public 276.47 2.71 1.73 65 0.42 0.34

Total Developed area 10219.11 100 64.13 15397 100.00 79.86

6 Agricultural 5715.88 35.87 3882 20.14

Total 15934.99 100.00 19279 100.00


City map


Ward Wise HouseHold &Mid year 2017Population

Ward No HOUSE HOLD POPULATION

1 4635 16795 2 2259 8186 3 3640 13188 4 2761 10004 5 5129 18582 6 3591 13012 7 3890 14095 8 4418 16007 9 3470 12574

10 4928 17855 11 6218 22529 12 5908 21404 13 5238 18979 14 5841 21164 15 4302 15588 16 4054 14689 17 3072 11131 18 4074 14762 19 7482 27108 20 4056 14695 21 4031 14604 22 6460 23406 23 7457 27017 24 5909 21410 25 4688 16986 26 5710 20690 27 5489 19887 28 3245 11756 29 3515 12735 30 3455 12518 31 2964 10740 32 6357 23033 33 2286 8281 34 3666 13282 35 3574 12950 36 4807 17416 37 4253 15408 38 6039 21882 39 4052 14681 40 3398 12312 41 3909 14163 42 6425 23279 43 4943 17911


Ward No HOUSE POPULATION

44 5545 20091 45 6335 22954 46 5873 21280 47 3541 12831 48 3018 10933 49 8083 29288 50 5360 19419 51 3690 13371 52 5524 20015 53 5221 18915 54 7900 28623 55 2738 9922 56 6869 24888 57 3032 10987

58 4010 14530 59 6059 21954 60 3121 11307

TOTAL 281521 1020000


OPEN DEFECATION FREECITY


Open Defecation Free Awareness :


HOUSE HOLDTOILET The diagram below explains the households with Toilets (96%)

oHouseholdsusingCommunityToilets(4%).

Household with Toilets

Household using Community Toilets


PROFILE

INDICATORS NO.S PERCENTAGE

TOTAL POPULATION(AS MID YEAR 2017)

1020000

TOTAL NO.OF HOUSEHOLDS(AS PER2011 CENSUS)

215314

TOTAL NO.OF HOUSEHOLDS(AS PER 2017)

244336

NO.OF HOUSEHOLDS WITH TOILETS

235301

96%

NO.OF HOUSEHOLDS WITH OUT TOILETS

9065

4%

NO.OF TO BE COVERED UNDER IHHL

4428

NO.OF HOUSEHOLDS WITH OUT LAND

9065

POPULATION USING HOUSE HOLD TOILETS

983740

POPULATION NOT USING PUBLIC TOILETS

36260

PUBLIC & COMMUNITY

224

PUBLIC&COMMUNITY TOILETSUSABLE

224

PUBLIC&COMMUNITY TOILETSNON USABLE

0


PUBLIC TOILET

S. No

Ward No Location of Public Toilet

Toilet (Seats)

Male Female Children Disabled Friendly Total

SeatsMale Female1 1a 2 3a 3b 3c 3d 3e 3

1 5 A.V.P Road (inside Santhai Pettai) 6 6 12

2 5 Velampalayam office (Disabled Friendly Toilet) 1 1 2

3 8 New Bus Stand-1 (North) 3 3

4 8 New Bus Stand-2 (North) 3 3 6

5 8 New Bus Stand-3 (West side) 3 3 6

6 8 New Bus Stand-4 (South side) 3 3 6

7 8 New Bus Stand-5 (South side) 2 2 1 1 6

8 8 New Bus Stand-6 (Disabled Friendly Toilet) 1 1 2

9 9 P.N Road Park (Disabled Friendly Toilet) 1 1 2

10 31 Town Hall-1 3 3 6

11 31 Town Hall-2 (Disabled Friendly Toilet) 1 1 2

12 45 Corporation Office 3 3 6

13 45 Daily Market-1 (Kamaraj Road) 5 5 1 1 12

14 45 Daily Market-2 (Disabled Friendly Toilet) 1 1 2

15 45 Flower Market (Eswaran Kovil Street) 3 3 6

16 45 Old Bus Stand-1 (Gents) 11 11

17 45 Old Bus Stand-2 (Ladies) 8 8

18 45 Old Bus Stand-3 10 10 20

19 45 Old Bus Stand-4 (Disabled Friendly Toilet) 1 1 2

20 45 Old Bus Stand-5 6 6 12

21 48 Silver Jubilee Park-1 2 2 1 1 6

22 48 Silver Jubilee Park-2 (Disabled Friendly Toilet) 1 1 2

23 50 Inside Weekly Market (Thennampalayam) 5 8 13

24 50 Opposite to Uzhavar Santhai 5 5 10

25 50 Uzhavar Santhai (Inside Primary Health Centre) 6 6 1 1 14

Total 79 76 0 11 11 177


S. No

Ward No Location of Community Toilet

Toilet (Seats)

Male Female Children Disabled Friendly Total

Seats Male Female1 2 3 10 11 12 13 14 17

1 2 Athupalayam Near Nallaru Bridge-1 12 2 12

2 2 Athupalayam Near Nallaru Bridge-2 8 8

3 2 Thiruvalluvar Nagar (Anna Nagar) 3 3 1 1 8

4 2 Athupalayam 3 4 1 1 9

5 3 Chettipalayam AD Colony 3 3 6

6 3 Near Chettipalayam Park-1 12 2 12

7 3 Near Chettipalayam Park-2 (Namma Toilet) 3 6 1 1 11

8 3 Koothamapalayam AD Colony 4 4 1 1 10

9 4 Angeripalayam 3 3 6

10 4 Angeripalayam 3 4 1 1 9

11 4 V.P. Sinthan Nagar 4 4 1 1 10

12 5 A.V.P Road (Near Mariyamman Koil) 7 17 24

13 5 Near Velampalayam office 3 3 6

14 5 Nethaji Street 8 8 16

15 5 Sathya Nagar ((Namma Toilet) 4 4 1 1 10

16 6 Anuparpalayam puthur (Opposite Kovai Dept., Store) 7 7 14

17 7 Avinashigoudenpalayam 12 2 12

18 8 Olapalayam 6 6 12

19 9 P.N Road-1 (Near Burial Ground) 10 5 15

20 9 P.N Road-2 (Near Shanthi Theatre) 8 8

21 12 Bharathidasan Colony (Murungapalayam) 5 5 6 10

22 13 Konganagiri (Namma Toilet) 4 4 1 1 10

23 13 Mascow Nagar 5 5 6 10

24 14 J.J Nagar 9 9 18

25 14 Kavilipalayam 6 6 6 12

26 14 Kavilipalayamputhur 6 6 6 12

27 14 Sirupooluvapatti (Ladies) 14 14


28 14 Sirupooluvapatti (Near Community Hall) 7 7

29 14 Solipalayam 7 7 14

30 14 Thiruvalluvar Nagar 7 7 14

31 15 Velampalayam (Near Primary Health Centre) 17 17 34

32 15 Velampalayam (Near Burial ground) 5 5 10

33 16 Jayalakshmi Nagar (Namma Toilet) 3 5 1 1 10

34 17 Anna Nagar (Namma Toilet Men) 4 4

35 17 Anna Nagar (Namma Toilet Women) 4 4

36 17 Kamaraj Nagar 7 7 14

37 18 Bharathi Nagar (Namma Toilet) 3 5 1 1 10

38 18 J.J Nagar 3 5 1 1 10

39 18 May Nagar 3 5 1 1 10

40 18 Neruperichal 3 5 1 1 10

41 18 S.Guruvayurappan Nagar 3 5 1 1 10

42 18 Sedarpalayam 4 4 1 1 1 10

43 18 Vavipalayam 4 4 8

44 19 K.G Pudhur 3 3 6

45 19 Nallathupalayam 5 5 10

46 19 Pooluvapatty (Near School) 5 2 1 8

47 19 Upplipalayam-1 3 3 6

48 19 Upplipalayam-2 3 5 1 1 10

49 19 Bommanaickenpalayam 2 5 1 1 9

50 19 Koolipalayam AD Colony 3 3 1 1 8

51 19 Thiyaki Palanisamy Nagar 3 3 1 1 8

52 20 Boyampalayam AD Colony 5 5 10

53 20 Sakthi Nagar 11 2 1 12

54 20 Boyamapalayam 3 3 1 1 8

55 21 Thottimannarai AD Colony 5 5 1 1 12

56 22 Goundanaikanpalayam 5 5 10

57 22 Kattabomman Nagar 3 3 6

58 22 Pappanaikanpalayam 3 3 6

59 23 A.S. Pandit Nagar 5 5 6 10

60 23 Kongu Nagar Ambedkar Colony-1 6 6


61 23 Kongu Nagar Ambedkar Colony-2 7 7 14

62 23 Muthu Nagar-1 5 5 10

63 23 Muthu Nagar-2 (NTADCL) 8 8 16

64 25 Lakshmi Nagar 4 4 8

65 25 Near T.S.K. Hospital 5 2 7

66 25 Near T.S.K. Hospital (Disabled Friendly Toilet) 1 1 2

67 25 Bajanai Kovil Street 5 4 1 1 11

68 26 S.V Colony 8 8 8 16

69 27 M.S. Nagar Harijan Colony 5 5 6 10

70 29 Pitchampalayam (Kethampalayam) 5 5 6 10

71 30 Kumarasamy Nagar Burial Ground 8 8 16

72 30 Kumarasamy Nagar Main Road-1 10 2 1 11

73 30 Kumarasamy Nagar Main Road-2 (Near School) 5 5 10

74 31 Mullukkadu 7 7 14

75 31 Periyar Nagar 5 1 6

76 31 Valipalayam 5 5 10

77 32 Anaikkadu AD Colony 5 5 6 10

78 32 Karumarampalayam School Street 5 5 6 10

79 32 Karumarampalayam Vaikkalmedu-1 15 15 30

80 32 Mannarai Vaikkalmedu 5 5 6 10

81 32 Mannarai AD Colony (Namma Toilet- Men) 3 1 4

82 32 Mannarai AD Colony (Namma Toilet- Women) 3 1 4

83 33 Kaspa Mannarai 11 2 1 12

84 34 Kasipalayam AD Colony 4 4 8

85 34 Kanchi Nagar 5 5 10

86 34 J.J Nagar - Pallakkadu 3 3 6

87 34 Maniyarampalayam AD Colony 5 5 10

88 35 Chennimalaipalayam-1 5 5 10

89 35 Chennimalaipalayam-2 5 5 1 1 12

90 35 Kalipalayam 5 5 10

91 35 Kuppandampalayam (Kalipalayam) 4 4 8

92 35 M.G.R Nagar 3 3 6


93 35 N.Pudhupalayam 5 5 10

94 35 Vijayapuram (Near School) 8 8 16

95 35 Vijayapuram AD Colony 10 10 20

96 35 Yasin Babu Nagar (Alif Garden) 5 5 10

97 36 Amaravathipalayam Sathya Colony 3 5 1 1 10

98 36 Indira Colony-1 2 2 4

99 36 Indira Colony-2 3 5 1 1 10

100 36 Karthick Nagar 4 4 1 1 10

101 36 M.Puthupalayam A.D Colony 3 5 1 1 10

102 36 Muthanampalayam-1 3 5 1 1 10

103 37 K.Chettipalayam AD Colony (Namma Toilet) 3 3 1 1 8

104 37 K.Chettipalayam-1 3 5 2 1 9

105 37 K.Chettipalayam-2 2 2 4

106 37 Sevanthampalayam 5 5 10

107 38 Ganapathipalayam 1 5 3 6

108 38 Indira Nagar (Opposite to Cinepark Theatre) 5 5 10

109 38 Nallur AD Colony-1 4 4 8

110 38 Nallur AD Colony-2 (Near Kangayam main road) 5 2 7

111 38 Nallur East 1st street 2 4 6

112 40 Padmini Garden 10 6 16

113 41 Chandrapuram 6 6 12

114 42 Aranmanaipudhur 11 11 22

115 42 TMC Colony Dharapuram Road 3 3 6

116 42 TMC Colony Palladam Road 3 3 6

117 42 Velan Nagar 4 4 8

118 43 Anna Nagar 5 5 10

119 43 Kangeyampalayam pudhur 4 4 8

120 43 Kangeyampalayam pudhur AD Colony 4 4 8

121 43 Periya Thottam (Near Mosque) 10 10 20

122 43 Pudhukkadu 5 5 10

123 44 Annai Sathya Nagar or Colony 5 5 10

124 44 Chellandiyamman thurai 17 16 33

125 44 Noyyal street 4 4 8


126 44 Poolavaari Sugumar Nagar-1 20 22 42

127 44 Poolavaari Sugumar Nagar East 5 5 6 1 1 12

128 44 Poolavaari Sugumar Nagar West (Near Ration shop) 7 7 14

129 44 Semmedu 5 5 10

130 45 Jammanai Harijana Colony - West side 2 2 4

131 45 Jammanai Harijana Colony - East side 3 3 6

132 45 Puliyamara Thottam 5 5 1 1 12

133 46 Kallampalayam Layout 5 5 10

134 46 Kallampalayam Railway Line (Indira Nagar) 6 6 12

135 46 Samathanapuram Near Burial Ground 5 5 10

136 46 Samathanapuram Near Burial Ground-2 4 4 1 1 10

137 48 Chinnan Nagar-1 8 9 17

138 48 Chinnan Nagar-2 (Ladies) 8 8

139 48 Katharpettai-1 (Namma Toilet Men) 2 1 3

140 48 Katharpettai-2 (Namma Toilet Women) 2 1 3

141 48 MGR Nagar-1 (Namma Toilet Men) 2 1 3

142 48 MGR Nagar-2 (Namma Toilet Women) 2 1 3

143 48 Soosaiyapuram-1 (North West) 8 9 17

144 48 Soosaiyapuram-2 (North East) - Ladies 8 8

145 48 Soosaiyapuram-3 (South West) - Gents 8 8

146 48 Soosaiyapuram-4 (South East) - Gents 8 8

147 48 Soosaiyapuram-5 North 5 5 10

148 48 Near Eswaramoorthy Park 7 2 9

149 49 Balaji Nagar Odai (ABT Road) 9 10 19

150 49 Diamond Layout (Rayappa Causeway) 16 17 33

151 49 Near Jeeva Nagar Therkku Thottam (Suriyan Nagar) 5 4 9

152 50 Dr.Ambethkar Nagar 10 9 2 2 23

153 50 K.M Nagar (Near Pillaiyar Kovil) 4 4 1 1 10

154 50 Muthaiyan Koil Street (Near Muthaiyan Koil) 5 5 10

155 50 Muthaiyan Nagar 5 5 10

156 50 Navithan Thottam 8 8 5 16

157 50 Pattukottaiyar Nagar 5 5 10


158 50 Poombukar Nagar East 4 4 8

159 50 Thennampalayam (Municipal Colony-1) 13 12 25

160 50 Thennampalayam (Municipal Colony-2) 3 3 6

161 51 Perichipalayam North (Annamar colony) 5 5 6 10

162 51 Thiru Vee Ka Nagar (Near Burial Ground) 11 11 22

163 52 Janasakthi Nagar AD Colony 3 3 6

164 52 Karuppagoundenpalayam (Near Burial Ground) 5 5 4 1 11

165 52 Palavanjipalayam J.J Nagar 4 4 1 1 10

166 52 Palavanjipalayam main road (Ladies) 7 2 1 8

167 52 Vaanji Nagar 4 4 1 9

168 53 Jeeva Nagar Odai 3 3 6

169 53 Veerapandi (Namma Toilet) 4 6 1 1 12

170 54 Kembe Nagar 3 3 1 1 8

171 54 Kuppandampalayam AD Colony-1 6 6 12

172 54 Kuppandampalayam AD Colony-2 3 5 1 1 10

173 54 Kuppandampalayam Kattunaickkar street 3 4 7

174 54 Kuppandampalayam Mahaliamman Kovil back side 4 4 8

175 55 Bharathi Nagar 5 5 10

176 55 Jawahar Nagar 5 5 4 1 1 12

177 55 Sundamedu AD Colony 3 3 6

178 56 Alangadu (Salavapattarai Street) 5 5 1 1 12

179 56 K.V.R Nagar 5 5 2 10

180 56 K.V.R Nagar East 5 5 6 1 1 12

181 56 K.V.R Nagar West 4 4 8

182 56 Nataraja Theatre Road (Near Theatre) 10 10 20

183 56 Parapalayam 18 18 36

184 57 Anna Nagar 4 4 1 1 10

185 57 Murungampalayam (Near East Pillaiyar Koil St Junction) 5 5 10

186 57 Murungampalayam (Near OHT) 8 8 16

187 57 Thanthai Periyar Nagar AD Colony 4 4 1 1 10

188 58 Iduvampalayam (Near Burial Ground) 8 8 16

189 58 Iduvampalayam (Elementary School Back side) 6 7 1 14


190 58 Vanjipalayam AD Colony 4 4 1 1 10

191 59 Andipalayam (Near Sump) 8 2 8

192 59 Chinnaiyagoundan pudhur (Ranjith Nagar) 8 8 1 1 18

193 59 Kurinji Nagar 3 3 6

194 59 Chinnandipalayam AD Colony ((Namma Toilet) 7 7 1 1 16

195 59 Kurunji Nagar 3 3 6

196 60 Bharathi Nagar 5 5 1 1 12

197 60 Hare Rama Hare Krishna Nagar 8 8 1 1 18

198 60 Kulathuputhur 6 8 1 1 16

199 60 Rajaganapathy Nagar 5 8 1 1 15

Total 973 1101 123 62 62 2198


Community Toilet


INDIVIDUAL HOUSE HOLD TOILET


SOLID WASTE MANAGEMENT


NEED FOR SOLID WASTE MANAGEMENT

AwelldesignedSolidWasteManagementsystem,based on the salient features of ‘Municipal Solid Waste (Management & Handling) Rules 2000’ and the ‘Manual onSolidWasteManagement’byCentralPublicHealth& Environmental Engineering Organization (CPHEEO) has beenframedtoformanapproachtoGreenlocalBodyasa model “GARBAGE FREE TIRUPPUR CITY MUNICIPAL CORPORATION”.

Thereisaneedtomakesubstantialimprovementinthe MSWMpracticesintheCorporationtoraisethestandards of health, sanitation and rural environment keepingpace withtherapidurbanizationandgrowingpopulation.Hence there is a need for strengthening and modernizing of the SWM practices. The Commissioner of Municipal Administration, Chennai encourages the preparation of Detail Project Report for Strengthening of Solid Waste Management as “Resource Recovery Project” for TiruppurCityMunicipalCorporationinTiruppurDistrict.


Theobjectivesoftheprojectareensuringthefollowings

• Nolitteringofwasteonthestreets. • Segregationofrecyclableandbiodegradablewasteatsourceof

wastegenerationanditsstorageatsourcefromhouseholds, commercialestablishments.

• Properstoragefacilitiesatpublicplaces. • Doortodoorcollectionofwastefromallhouseholds,shopsand

establishments as well informal settlement on day to day basis. • Streetsweepinginalltheareasincludinginformalsettlements

using improvedtools.

• Transportationofbiodegradable,recyclables,inertfromde- siltingofdrainagesinsecondarytransportvehiclesavoidingmultiple andmanualhandlingofwaste.

• Collectionandtreatmentofhighbiomethonizationpotential waste such as food waste, slaughter house waste, chicken/mutton/fish stall, vegetable and fruit waste separately.

• InstallationofOne more CentralisedBioMethanizationPlantforthe treatmentoffoodwaste,slaughterhousewasteandother potentialwasteatthecapacityof10MTperday

• Setting up a microbial compost plant of 200 MT/Day at Iduvai.

• Ensuringtheresidueofthewastewillbescientificallydisposed totheproposedSecureLandfillFacility.

• InvolvingCommunity,Industries,NGOandprivatesectorinmanagingthewastescientificallyandcosteffectivelyespecially forthecreationofawarenessonsourcesegregation.

• Introducingtheelementofcostrecoverythroughuserfees from commercial establishments, sale of compost and recyclablematerials.

• Capacitybuildingamongtheconcernedstakeholdersof MSWMbytraining.Maintainingproperdatabaseforthe effectiveimplementationofMSWM.


Demographics: According to2011census, TiruppurCity Municipal

Corporation had a population of 877778 with a sex-ratio of

989females forevery1,000males,muchabovethenational

average of929.

The gross density in Tiruppur City Municipal Corporation

is 215 persons per hectare the ward wise population density

indicates that most of the ward in Tiruppur City municipal

corporation have population density of 150 persons per

hectare. High above 300 pph is found in wards 8,9 ,10,14,

15, 43, 46 and 47. Low density below 100pph is found in

wards 22,26,36,38,40 and 45.

Residentialareasmakeup67.32%ofthecitytotalareawhile

commercial enterprises and industrial units make up

11.19%and6.75%respectively.Thenon-

urbanportionofthetownconstitutesabout12.02%ofthetotalarea.T

iruppurcityhasatotalof179slumswithapopulationof2,21,680.


Municipal Administration The Tiruppur City Municipal Corporation was officially

constitutedasmunicipalityin the year 1917. Upgraded asa

Corporationon01.01.2008 Initially, the city exercised

itsjurisdictionoveranareaof27.20Sq

.Kmanditsaffairswere administered by a city level

committee or municipal committee.Thecorporation and

currently, exercises its authorityoveranareaof159.35Sqkm

It comprises 60wards and is the 5thbiggest

corporationinTamilnadustate.Practicallythegrowthrateof

populationisalmost2.25%per annum.

Thefloatingpopulationof 2,00,000 may be reason for the

higher per capita generation of waste.

The functions of the corporation are devolved

intoFourzonesandonemainoffice.Comprisingdepart

ments of General, Engineering, Revenue, Public Health,

Townplanning, Accounts and the Special schemeWing.

Allthese departmentsareunderthecontrolofaCorporation

Commissioner who is the supreme executivehead.


PopulationGrowth-1991to2011censusand projections of2039

Year 1991 2001 2011 2014 2017 2035 2050

Population 564349 696760 829267 873436 1020000 1480000 1950000

Floating Population 1,50,000/day

Density of Population: 6401/Sq.Km

Projection of Population and generation of solid waste

Year Population Next Year Population

Rate of increase

in generation of waste in gms/day

Estimated quantity

in MT/Day

Estimated qty of organic waste in MT/Day

Est. Qty of inert waste to be land

filled in MT/Day

Est. Qty of inert waste to be land filled in MT/Year

Cumulative Total of

inert waste in MT

2015 975064 997555 560.38 527.21 316.32 105.44 38486 38486 2016 997555 1020000 567.67 534.51 320.71 106.9 39019 77505 2017 1020000 1042950 575.05 541.92 325.15 108.38 39560 117065 2018 1042950 1066416 582.52 549.43 329.66 109.89 40108 157173 2019 1066416 1090410 590.1 557.04 334.22 111.41 40664 197837 2020 1090410 1114944 597.77 564.76 338.85 112.95 41227 239064 2021 1114944 1140030 605.54 572.58 343.55 114.52 41798 280863 2022 1140030 1165681 613.41 580.51 348.31 116.1 42377 323240 2023 1165681 1191909 621.38 588.55 353.13 117.71 42964 366204 2024 1191909 1218727 629.46 596.7 358.02 119.34 43559 409764

The Important details the households, commercial

establishments, Educational institutions and other

infrastructureslikeroadsdrainagesareIllustratedinthetable.


Details of the Households, commercial establishments and

other infrastructure

Description No Description No Area

159.35

Sq.km

Hotelsand

Restaurant

353

No of Wards 60 Lodges 39

Population as2011

877778

Marriage and

communityHalls

45

No ofhouseholds(Tax

assessed)

244336

Vegetable Market

6

Commercial

Establishments

25504

Fish market

1

No ofSlum 179 Slaughter house 1

Slum House Holds 44336 No ofIndustries 4056

Slum populations 221680 Hospitals 117

Common Places 26 Length of Channel 20.50Km

Educational

institutions-Schools

279

Length ofDrain

1404.843 Km

Educational

institutions-Collages

5

Total Roadlength

1533.263Km


TheMSWRules2000mandatethefollowingseven essentialsteps.

1. Prohibitlitteringonthestreets,promotesegregationof

recyclablewasteatsourceandensurestorageofwasteat

source in two bins; one for biodegradable waste and

anotherforrecyclablematerial.

2. OrganizePrimarycollectionofbiodegradableandnon-bio

degradablewastefromthedoorstep,(includingslumsand

squatterareas,)atpreinformedtimingsonaday-to-day

basis using containerized battery operatedvehicle

/pushcarts.

3. OrganizeStreetsweepingcoveringalltheresidentialand

commercialareasonallthedaysoftheyearirrespective

ofSundaysandpublicholidays.

4. Abolishopenwastestoragedepotsandmakeprovisionof coveredcontainersorclosedbodywastestoragedepots.

5. OrganizeTransportationofwasteincoveredvehiclesona daytodaybasisavoidingmultipleandmanualhandlingof waste.

6. Setuptreatmentfacilitiesforbiodegradablewasteusing compostingorwastetoenergytechnologiesmeetingthe standardslaiddowninscheduleIV.

7. Minimize the waste going to the land fill and dispose of onlyrejectsfromthetreatmentplantsandinertmaterial

at the engineered landfills meeting the standards laid

down in Schedule III of the MSW Rules2000.

City Sanitation Plan Page 48

Present Status compliance on components of MSWR

Sl.No Components MSWM Status Compliance at Present 01 Prohibit littering of waste

on the streets and storage of waste at source and source segregation.

In order to avoid littering on road side sufficient no of 1640 litter storage bins are located at Residential area which are acting as recevingbinsforthewastecollected by push carts and battery operating vehicle .Incommercialand publicplaces,Dumper placer bins and compacter bins are provided at suitableintervaltoavoidlitteringno roadside.Itisproposedtodistributethe bins for source segregation and storage at source to all the households and purchasing of the binsisunderprogress.

02 Primary Collection Door to door collection is being carried out in 60 wards by privatization wardno.16 to 45 and departmental staff 1to 15 and 46 to 60 by using 1281 push carts and 50nos BOV for residential and commercial area.The collected waste is being transferred in to either Dumper placer bins or compactor bins located at different places for thetransportationtodumpingyard.

03 Street Sweeping Street sweeping are being carried out at regular interval by both privatization and ULB by employing 322 personel respectively.


04 Secondary Storage Secondary storage is being done through Dumper placer bin and compactor bins - 1640 for residential area and commericial area

05 Transportation For transporting the stored waste collected at Dumper placer binsand compactor bins by using Dumper placer (Twin Bins)-27 ,Compactor- 24,Tipperlorry-17,TipperAuto - 40, hook loader - 1

06 Waste Processing The collected waste of 520 MT per day.Out of which 53MT is being scientifically disposed. Remaining dumped in the abandoned quarry pits. The installation of Bio-digester is completed to treat 10 MT the Biomethonization Potential waste such as food waste, vegetables and fruits waste and slaughter house waste. Recyclables-Plastics are shredded through Plastic shredding Machine and used for laying BT roads and sale. By using wet resource recovery centre at about 15 MT of banana waste and coconut skulls were scientifically disposed.

07 Waste Disposal There is no secure land fill facility is available.


Quantification of Solid waste

Daily collection of the waste from the community and the commercial

establishments and public places of the Municipality have been weighed for eight

days. The major sources of generation of solid waste are: Domestic, Commercial

areasandvegetablemarkets,Hotelsandrestaurants,HealthcarefacilitiesexceptBio

medical waste, Slaughter house, Street Sweeping & Construction activities,

Horticulturalwaste,Worshipplacesetc.,

Details of waste Generation by collection wise

Description ULB PRIVATIZATION

Total Residential Commercial Residential Commercial

Waste

collected

per dayin

MT

140

60

210

90

520

Total

waste in

MT

220

300

520

Waste

collection

in %

42%

58%

100

%


Characterization of Solid waste

MSWcharacteristicsdependonthetypeofactivityfromwhichitisproduced; such

as households, commercial shops, hotels & restaurants, markets and mass

storageunits,institutionsandofficesetc.Wastecompositionbasicallyindicatesthe

Physical Characteristics and Chemical Characteristics of waste. Samples were

collectedfromdifferentsectorsofmunicipalityandanalyzed.Theresultsare

givenbelow.

Table. 3.10: Characterization on Physical Parameters

Components Weight inKg

% by Weight

Bio Degradable in % 312000 60%

Plastic in % 78000 15%

Paper in% 26000 5%

Rubber in% 5200 1%

Glass in% 5200 1%

Silt in % 67600 13%

Iron waste 5200 1%

Cloth 20800 4%

Total 520000 100%


SOLID WASTE MANGEMENT COMPLETED WORKS

The followings are the works are completed for the improvement of the Solid

wasteManagement.

o Purchasingofpushcartswithbins-400wasCompletedatthecostof95.6 Lakhstopromotedoor to door collection and sourcesegregation.

o Purchasingofbatteryoperatedvehicle-50wascomplete at the cost of Rs.124.50 Lakhs for door to door collection and sourcesegregation.

o Purchasingofcompactorbins-460wascompletedatthecostof183.66Lakhs topromotesecondarycollection.

o Purchasingofeightcompactorvehiclewiththecapacityof9MTwas completedatthecostof271.84 Lakhstopromotesecondarycollection.

o ConstructionofOneBioDigesterwas10MTcapacityat weekly shandy andanotheroneBio Digesterwas1.0MTCapacitywascompletedatSouth ThottamBurialGround.TheTotalcostof250LakhstotreattheBioMethonisationpotentialwaste.

o CreationofResource Centresat6Places was completed at an estimate cost of Rs.176.10 Lakhs .


Transportation & Equipments

Description ULB Privatization Total

Dumber Placer(Twin) 27 0 27

Compactor 15 9 24

Tipper Lorry 14 3 17

Tipper auto 30 10 40

Front-End-Loader (JCB) 4 0 4

Existing Vehicles Used for Primary Collection

Sl. No

Type of Vehicles

Availability

Year of

Purchase

Capacity

01 Push carts with four Bins 1281 2015 50 lit each bin

02 Battery operated vehicles

50 2016 250 kgs


BIOMETHANATION PLANT

Salient features of the Bio Methanization Plant

• ModifiedUASBmodelbio-digesterof10MT/daycapacitycomprising

ofsegregationroominletcumrecyclechamber.

• Anaerobicdigesterof 13mdiaand5.5mheight,sludgeholding

tank/enginecontrolroom,gasholdingballoon.

• ElectromechanicalitemsareBioshredder,sortingtable,pumps,bio

gasstoragesystem,Biogasblowerwithmotor,pressurerisedbiogas

tank,biologicalscrubber,biogasengineof45KVA,flamearrestor,

biogasflamewithmoisturetrap.

Gas generation

Powergeneration

Organic fertilizer

= 600 M3 /day.

= 850Kwh/day

= 350Tons/annum


PROPOSED MSW MANAGEMENT SYSTEM

Refuse

Refusing is one of the newer ‘5R’s. Some people also call it pre-cycling. In

terms of smart waste management, this is the simple act of refusing the

excessive or unnecessary packaging. When shopping, it means saying "no

thanks"toabagforsmallpurchasesthatyoucaneasilycarryinyourhands.

Youcanalsorefuse-choosetonotbuy-foods,beverages,orotherproducts

infancy,multilayerpackagingthatyouwilljusthavetothrowintothetrash

assoonasyouopenthem.

Refusetheuseofplasticcarrybags,cups,disposables,thermocol.disposable

orsingleuseproductssuchasrazors,eatingutensils,plates,andcups.

Refuse the products which have more packaging materials. Donotbuyproductswhichmayharmyourenvironment.Thealternativeisto usenon-biodegradableproductssparingly.. Forexample:Cleaningproductsforfloorsetc.Cleaningproductsfordishes,

Polish.

Reduce

Reducingmeansproducinglesswastesothatyouthrowawaylesstrashand

garbageintolandfills.Reducingisthemosteffectivewaytomanagewaste

andtheplacetobeginwheneveryoucan.Asimplestepatthegrocerystore:

Bringyourownclothormeshbags,soyoudon'ttakeeitherpaperorplastic! You

have immediately reduced the bags you might throw into the trash

whenyougethome.Howtorememberyourbags?Alwayskeeptheminthe

carorrightbythedoor.

Manyitemsthatwewouldnormallythrowoutcanberepaired,upgraded,or

reused.Thisisusuallycheaperthanbuyinganewoneandsavesthespaceof

disposing of the old one. These items include tires, shoes, home and office

furnitureandequipment,lightingfixtures,lawnmowers,electronics,clothes,

and automotiveparts.

Considerreupholstering,refinishing,ordonatingoldfurnituretobeused

again.

Havelargeappliancesrepairedinsteadofbuyingnew ones.Reuse


Reusing products prevents you from producing more

waste. For example

Reuseplasticbags,Newspaperalsocanbereusedforpackagingor

wrapping.

Donateunwantedclothingingoodconditiontocharityshops.Clotheswhich

arewornoutorinunsalableconditioncanbeturnedintowipingclothes.

Tins,glassesetc.canbeusedasstoragecontainersforsugar,teabags,

saltetc.

Reuse disposal crockery Reusingisprettysimpleonceyougetintothehabit,likewritingashopping

listonanopenedenvelopeorthebackofofficepaperratherthanonabrand

newsheet.Plasticbags(bothlargewhitebagsandclearproducebags)canbe

reusedseveraltimesbeforetheyarerecycled.

Recycle

Theprocessoftransformingmaterialsintosecondaryresourcesfor manufacturingnewproductsisknownasRecycling.

Waste recycling leads to less utilization of raw materials, saves on landfill

space,reducestheamountofenergyrequiredtomanufacturenewproducts.

Infactrecyclingcanpreventthecreationofwasteatthesource.

Prepareyourrecyclablesaccordingtothedirectionsgivenbyyourrecycling

provider. This will make it easier and less costly for them to continue

providing theseservices.

Drywasteconsistingofcans,aluminiumfoils,plastics,metal,glass,andpaper could

berecycled.

Turn “waste” into a new product. Forexample:Bottlecapscanbeusedformakingbags,chairsortables.

Ringpullsfromdrinkandfoodcanscanbewovenintoformbags.Patches

ofoldclothcanbeusedformakingcushionsorteddies.Makeearringsout

ofnewspaper.Rollthepaperintotheshapeofpearls,andthenpaintand

varnishthem.

Recover

Source separation: by keeping recyclables and organics waste separate at

source, i.e., at the point of generation facilitate reuse, recycling, and

composting to recover nutrient value from organic matter.

Homecompostingisbestoptiontorecoverthenutrientatdecentralizedat

sourceitself.


EnergycanberecoveredfromtheBioMethonisationPotentialwastesuchas food

waste, vegetable and food waste and slaughter waste through Bio Digseter.

This can avoid the Green House Gas discharged in to atmosphere

responsibleforGlobalWarming.

Simplewayofrecoveringthevegetablewasteandmarketwasteinto

nitrogenenrichedcowdungbyfeedingthecattle.


Recovery of Recycling

The recyclable waste will be collected separately with various methods and

sorted out in the mechanized sorting table according to the nature and sold.The

Corporation is also planning to buy another higher capacity plastic pulverizer for

plastic materials processing.

In plastic reprocessing after the types of plastic separated is aMechanical

processingtoruntheplasticthroughthePulverizer.

Pulverizercrushestheplasticintotinyshredsorgranules.Plasticpulverizer is

the particular equipment for recycling disused insignificant materials in

producingandgrindingheat-sensitivityplasticsuchasPVC.

The recovered shredded plastic will be used for laying plastic road as the

partial replacement of bitumen and sale.

Baling machine utilised to bale rags as RDF.


Green belt Development

Inordertonullifytheeffectsemissionofcarbondooxideduringcomposting

process,itisplannedtodevelopthegreenbeltall-aroundthecompostyardon

theperipheryofthecompoundwallintworowswhereispossibleusingthorn

lessbamboo.Bambooisthebestpracticalatmosphericcarbonabsorbingplant.It

isthefastestandleastexpensivewaytosolvetheproblemsofCarbondioxide

emissionandwaterpollution.ItisproposedtoplantThornlessvarietyBamboo

allaroundthecompostplantasgreenbeltandtheplantationwillbecarriedout

oncompletionoftheconstructionofcompoundwall.


Solid Waste Mangement Improvement 2015-2016

Sl.No Description Quantity Unit Rate in Crore Total in Crores

1

Storage bins (compactor bins 1.1.m3

800

0.005

4.00

2

Waste to Energy plant 200MT Capacity

200.00

200.00

Total 204.00


WATERSUPPLY

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ThepopulationofTiruppurCorporationaspercensus2001is6,93,236whichisestimated to be about 8.2 lakhs in the year 2010. Consequent to Tiruppur being a Corporation now, therateofwatersupplytobeadoptedasperCPHEEOnormsis135lpcd.

Design Criteria

(a) DesignPeriod : 30years

Baseyear : 2010

IntermediatePeriod : 15 years(2025)

UltimatePeriod : 30 years(2040)

(b) Population Population(2001) : 6, 93,236

Base yearPopulation(2010) : 8, 20, 000

Intermediate StagePopulation(2025) : 10, 52,000

Ultimate Stage Population(2040) : 13, 24,000

Per capita Water Supply for Corporation

Area as perCPHEEOnorms : 135lpcd

Existing&Proposedwatersupplysystem

Existing water supply systemdetails:

PopulationCovered :8,29,267


AreaCovered : 91.34sq.kms

PerCapitasupply : 135LPCD

DistributionNetwork : 821.70km

Water supplystoragecapacity : 56 Nos. OHT (458.00 Lakhslitres)

HSC :1,05,435

Dedicated Water supply scheme details:

Populationcovered(Basedyear2010) : 8, 20, 000

Areacovered : 91.34sq.km

Distnetwork :212.km

PerCapitasupply : 135lpcd

Distribution system (100mm dia to 600mm dia DI K7 pipe)

ProposedNewlength :16.35 km

Replacementlength : 119.55km

Total :135.9km

Waterstoragecapacity :22 Nos OHT ( 169.50 lakhslitres)

HSC ( Old+New) : 56 Nos. OHT (458.00 lakhslitres)

SCADASystem :Forentirepumpinganddistributionsystem.

Dedicated Water supply scheme details:

Base yearPopulation(2010) : 8, 20, 000 –120.74MLD

Intermediate StagePopulation(2025) : 10, 52,000 – 154.52MLD

Ultimate StagePopulation(2040) : 13,24,000–193.74MLD

Rezoning ofDist.System : A.


B.

C.

D.

E.

F.Total ----

Per capitaWaterSupply : 135lpcd

Waterstoragecapacity : 22 Nos OHT (169.50 lakhslitres)

HSC : --------

No.ofZones : 56nos.

SCADASystem : For entire pumping and distributionsystem.

Description of the DWSS scheme:

It is implement in Two Stages.

UnderStageIthecomponentsinvolvingRawwaterdrawl,WTP,Clearwaterconveyance up to Tiruppur Corporation area entry point has been taken up. The other components , namely Feeder mains, ELSRs, distribution system, SCADA etc is proposed to be executed Under StageII.

i. The head works with source of drawl is by using vertical turbine pump of 180 KW (2315m3/hourof4Nos(3+1))intheleftbankofriverCauveryonthedownstream of Mettur Dam.

ii. Raw water is being pumped by using horizontal turbine pump of 675 KW (2247 m3/hourof4Nos(3+1))through1300mmdiaMSpipelinetotheWatertreatment plantatThottilpattivillagewhichisabout100mfromthepumphouse.

iii. Raw water is being treated by conventional treatment method; the clear water is being stored in RCC underground sump of about 30 minutes capacity wherefrom the clear water is being pumped for onwardtransmission.

iv. Pumping from water treatment plant to the Tiruppur city limits of the corporation is throughthreedifferentreacheswithanintermediateboosterstation.


Intake

(a) Treated water from the clear water reservoir at WTP is being pumped to the booster located at Komburangadu at a distance of 7290 m through a transmission main of MS pipe size 1300mmdia.

(b) From the Booster station, further pumping is being done by using horizontal turbine pump of 1100 KW (2247 m3/hour of 4 Nos (3+1)) for a length of 7265 m through 1300 mm dia MS pipe line and discharged into a sump at the ridgepoint at PazhakaranurVillage.

(c) From Pazhakaranur sump water is conveyed by gravity through 1500mmdia M.S. pipe line for a length of 26600 m into the entry of the Tiruppur city limits near junction of Reddipatti Road in NH 7

v. From the entry point to Tiruppur city limits, feeder mains has been laid to feed the various reservoirs, Construction of required number of new ELSRs,Improvements to distribution system. Refurbishment of the existing WTP at Nangavalli and providing SCADA System etc are alsoproposed.

Schematic Diagram Stage I work 100 m/1300

mm 1300 mmMS7290m

1300 mmMS7265m

1500mmMS 26600 m

WTP/ CWPH

Booster Ridgesump

Salem entry point


EXISTING SCHEME DETAILS TIRUPPUR CORPORATION

Salient details of water supply system

S.No Description Improvement

1 Source Cauvery River

2 Head works Mettur thottilpatty

3 Year 2014

4 No. of infiltration wells / collector wells / Deep Bore well

Nil

5 Pumps IntakePumphouse-Thottlepatty

1.180Kw-2315m3/Hr–4Nos. ( 3 Nos. running and 1 No standby)

2.Clear water pump house

675 Kw -2247 m3 / Hr – 4 Nos.

( 3 Nos. running and 1 No standby)

6 Booster station at Konmburankadu 110 kw – 2247 m3/Hr – 4 Nos. ( 3 Nos. running and 1 No standby)

7 Conveying mains a) ThottilpattytoKomburankadu1300 mm dia – 7.24Km

b) Komburankadu toPazhakaranur 1300 mm dia – 7.31Km

c) PazhakaranurtoTiruppurCitylimit 1500 mm dia – 25.65km

9 Distribution system 821.70 km

10 House service connections 105435

11 No. of OHTs 56

12 No. of Zones and Wards 4 Zones and 60 Wards

13 Population As per census (2011) 829267


UNDER GROUND SEWERAGESCHEME


CITY SALIENT FEATURES

Total Area : 91.34 Sq.km

Total Population (2011 Census ) : 8,34,792

Total No of House holds : 215314

Total No of Council Wards : 60

UGSS fully Covered wards : 31

UGSS Partially Covered wards : 18

UGSS Uncovered wards : 11


UGSS SALIENT FEATURES

Length of Sewer Main

Proposed : 421.64 km

Achieved : 309.05 km

Manholes

Proposed : 15287 Nos

Achieved : 14545 Nos

House Service Connections

Proposed : 505.33 Km

Achieved : 357.70 Km

UGSS ongoing scheme proposed to cover

:

46% of city area

Sewage Treatment Plants Capacity : (Total 98 MLD )

Vellakuttai STP (Zone - I ) : 13 MLD

Vandipettai STP (Zone- II) : 44 MLD

Mankuttai STP (Zone- III) : 35 MLD

Anaimedu STP (Zone- IV) : 6 MLD

UGSS Pumping Stations & Lifting Stations

Nil

PARTIAL COMMISSIONING : 6 - Wards covered in Zone –I

(Ammapet)


MASTER PLAN FOR SEWERAGE SYSTEM


SEWAGE TREATMENT PLANTS

I- SEWAGE TREATMENT PLANT AT VELLAKUTTAI STPCOMPONENTS

MASP (Modified ActivatedSludgeProcess) Technology : 13 MLD Capacity

Sl.No Description of Component Qty Size in Meters 1 Receiving well 1 12.50 x 8.00 x 2.50 + FB 2 Coarse screen 2 0.75 x 4.0 x 0.5 SWD 3 Fine screen 2 1.0 x 4.0 x 0.5 SWD 4 Grit- Detritor 2 4.0 x 4.0 x2.5 SWD 5 Flow channel 1 1.0 x 3.0 x 0.5 SWD 6 Aeration tank 1 75 x 20 x 4 SWD 7 Sec Clarifier tank 2 24Dia x 3.0 SWD 8 Sludge Thickener 1 14Dia x 3.0 SWD 9 Blower room 1 6.0 x 4.0 10 Sludge pump house 1 3.0 x 5.0 11 Centrifuge feed sump 2 4.0 x 4.0 x 3.0 12 Centrifuge feed pumps 1 4.0 x 6.0 13 Centrifuge house 1 6.0 x 8.0 14 Chlorine contact tank 1 15.0 x 6.0 x 4.0 15 Chlorinator house 1 4.0 x 5.0 16 Tonner Container room 1 4.0 x 10.0 17 Electrical panel room 1 6.0 x 10.0 18 DG Set room 1 6.0 x 10.0 19 Out fall Chamber 1 3.0 x 1.0 20 Admin Block ( GF)

Lab ( FF ) 1 1

12.0 x 5.0 6.0 x 5.0

21 Security space 1 3.0 x3.0


MOTOR & PUMP DETAILS

Raw feed pump : 40 H.P – 2Nos

Mechanical screen coarse : 2 H.P – 1No

Belt conveyor : 1.35 H.P – 1No

Mechanical screen fine : 5 H.P – 1No

Detritor : 1.35 H.P – 2Nos

Organic pump : 1.0 H.P – 2Nos

Screw conveyor : 1.0H.P – 2Nos

Secondary Clarifier : 2.0 H.P – 2Nos

Air Blower : 40H.P–3Nos

Secondary Return sludge pumps : 10.0H.P – 2 Nos

Sludge thickener pump : 7.35H.P – 2 Nos

Sludge thickener : 2.0H.P –1No

Centrifuge feed pump : 2.0H.P –2Nos Centrifuge : 15.0H.P –2Nos

Centrifuge feed sump agitator : 2.0H.P –2Nos

Dosing pump : 0.67H.P –2Nos

Dosing tank agitator : 1.0H.P –1No

Chlorinator : 3.0H.P –2Nos EOT crane : 5.00H.P –1No Drinking water pump : 1.00H.P –1No Lighting load including lab equipment’s : 8.04 H.P–1No

Diesel Generator : 160KVA – 1No

Transformer including 2 pole structure yard : 135KVA – 1No


II- SEWAGE TREATMENT PLANT ATVANDIPETTAI

FAB (Fluidized Aerobic Bio-Reactor) Technology

: 44 MLD Capacity

Sl.No Description of Component Qty Sizes in Meters

1 R.S Receiving Chamber 1 5.2x1.5 x 1.20

2 Screen Channel -I 2 6 x 1.5 x 1.1

3 R.S Collection Sump with MCC room 1 14.80dia x 2

4 Inlet Chamber 1 2.9 x 3.2 x 3.3

5 Screen Channel -II 2 6 x 1.5 x 1.1

6 Grit Chamber 2 10.2 x 0.7

7 FAB Reactor 4 15 x 15 x 4.65

8 Lamella Clarifier 8 7.4 x 7.4 x 2.55 SWD

9 Chlorine Contact Tank 1 26.2 x 10 x 3.5

10 Sludge Sump 1 4.4 dia x 3

11 Blower Room 1 20 x 7 x 4.5

12 Dewatering Building 1 10 x 7

13 Chlorinator Room 1 6.75 x 8 x 4 total HT

14 Chlorine Tonner Room 1 12.5x8

15 Space For Transformer 1 5x4

16 Space For DG Set 1 5x6

17 HT Panel / Metering Room 1 5x5

18 Main Control Panel Room 1 12x5

19 Administrative Building With Lab 1 Carpet Area=135m2



R.S Receiving Chamber : Motors- 1No - 1.5Hp

1 No- 2.0Hp

Pumps-3Nos -170Hp

Screen Channel -I :

R.S Collection Sump :

Inlet Chamber : Motors- 1No – 5.0 Hp

5Nos – 1.5 Hp

Pumps-2Nos -0.5Hp

Screen Channel -II :

Grit Chamber :

Air Blower -FAB : Motors- 6Nos -75 Hp

Air Blower –Sludge Sump : Motors- 2Nos -7.5 Hp

Centrifuge Feed Pump : Pumps -2Nos - 3.0 Hp

Centrifuge Unit : Motors- 2Nos – 25.0Hp

Poly Dosing Pump : Pumps- 2Nos - 1.0 Hp

Poly Dosing Tank Agitator : Motors- 2Nos – 0.5 Hp

Booster Pump Chlorination : Pumps-2Nos - 5.0 Hp

Chlorine Toner Room- EOT : Motors- 1No – 3.0Hp


III.- SEWAGE TREATMENT PLANT AT MANKUTTAI FAB (Fluidized Aerobic Bio-Reactor) Technology

: 35 MLDCapacity

Sl.No Description of Component Qty Sizes in Meters 1 Secondary Clarifier Expansion 1 ø17.0 x 3.0 SWD 2 Aeration Tank-II Expansion 2 8.5 x 9.5 x 5 SWD 3 Aeration Tank-I Expansion 2 8.5 x 7.5 x 5 SWD 4 Out Fall Chamber 1 6.0 x 2.0 5 Transformer yard 1 8.0 x 8.0 6 Electrical Panel Room 1 6.0 x 10.0 7 DG Set Room 1 8.0 x 8.0 8 Tonner Container Room 1 8.0 x10.0 9 Chlorinator House 1 8.0 x 6.0 10 Chlorine Contact Tank 1 30.0 x 6.0 x 4.0 11 Centrifuge House 1 12.0 x 5.0 12 Centrifuge Feed sump 2 4.0 x 4.0 x 4.0 SWD 13 Sludge Thickner 1 ø14.0 x 3.0 SWD 14 Blower Room (First Floor) 1 10.0 x 5.0 15 Return Sludge sump 1 4.0 x 4.0 x 4.0 SWD 16 Sec. Clarifier outlet Chamber 1 3.0 x 3.0 x 3.0 SWM 17 Sec. Clarifier Tank 2 Ø22.50 x 3.0 x SWD 18 Aeration Tank – II 2 30.0 x 9.5 x 5.0 SWD 19 Aeration Tank – I 2 30.0 x 7.5 x 5.0 SWD 20 Distribution chamber 1 3.0 x 5.0 x 4.0 SWD 21 Flow Channel 1 2.0 x 7.0 x 0.45 SWD 22 Grit – Detritor 2 6.0 x 6.0 x 2.0 SWD 23 Fine Screen 2 3.0 x 5.0 x 0.45 SWD 24 Coarse Screen 2 3.0 x 5.0 x 0.45 SWD 25 Receiving Chamber 1 8.0 x 5.0 x 1.5 SWD+FB 26 Admin Blog. with Lab(GF+FF) 1 6.0 x 10.0 27 Parking 1 10.0 x 5.0 28 Security Space 1 3.0 x2.0



FAB Technology : 35 MLDCapacity

Mechanical screen coarse : 2 H.P – 2No

Belt conveyor : 1.5 H.P – 1No

Mechanical screen fine : 2 H.P – 2No

Detritor : 1.5 H.P – 2Nos

Screw conveyor : 1.5H.P – 2Nos

Secondary Clarifier : 3.0 H.P – 2Nos

Air Blower : 30H.P–8Nos

Sludge recirculation pump : 20.0H.P –4 Nos

Sludge thickener pump : 20.0H.P – 2 Nos

Sludge thickener : 3.0H.P –1No

Centrifuge feed pump : 5.0H.P –2Nos Centrifuge : 30.0H.P –2Nos

Centrifuge feed sump agitator : 1.0H.P –1Nos

Dosing pump : 0.5H.P –2Nos

Dilution pump : 15.0H.P –2No

Chlorinator : 3.0H.P –4Nos EOT crane : 2.00H.P –2No

Drinking water pump : 1.00H.P –2No

Lighting load including lab equipment’s : 20.0 H.P–1No


IV- SEWAGE TREATMENT PLANT AT ANAIMEDU

FAB-MBBR (Moving BedBioReactor) : 6 MLD Capacity Technology

Sl.No Description of Component Qty Sizes in Meters

1 Mechanical coarse bar screen chamber

1 8 x 1 x 1.2 + 0.5 MFB

2 Manual coarse bar screen chamber

1 8 x 1 x 1.2 + 0.5 MFB

3 Receiving sump 1 3 .0ø x 2.5 HOS + 2.3 MFB 4 Receiving pump 3w+ 1s 150 m3/HR @ 1.2 kg /cm2

5 Mechanical fine bar screen chamber

1 8 x 1.25 x1 + 0 .5 MFB

6 Manual fine bar screen chamber

1 8 x 1.25 x1 + 0 .5 MFB

7 Grit Chamber 1+1 4 x 4x 1 8 Grass reactor 1 15.6 x 15.6 x 5.5 + 0.5 MFB 9 MBBR/ FAB tank 1+1 8.5 x 8 x 4 + 0.5 MFB 10 Blower 1w +1s 1010m3 /HR @ 1.0 kg/cm2 11 Lamella plate clarifier 1 12 x 12 x 3.5 12 Chlorine contact tank 1 8 x 8 x 2 13 Chlorine safety tank 1 2 x 3 x 1.5 14 Sludge holding tank 1 3.5 x3.5 x 1.5 + 0 .3 MFB 15 Centrifuge feed pump 1w +1s 6m3/HR @1KG/Cm2 16 Centrifuge 1w +1s 500Kg DS/day 17 Poly dosing tank 1 0.75 x 0.75 x 1+ 0.3 MFB 18 Poly dosing pump 1w +1s 2-10LPH 19 Sludge pump 1w +1s 150m3/HR @ 1.0kg/cm2 20 Blower house 1 5 x 3 x 4 21 Centrifuge house 1 8 x 5.5 x 4 22 Control Room 1 7x 5 x 3.5 23 Office and lab 1 6 x 4 x3.5 24 Chlorine room 1 5 x 4 x 3.5


MOTOR & PUMP DETAILS Sewage Transfer pump : 4 Nos – 7.5H.p

Coarse screen mechanism -I : 1 No – 2.0 Hp

Fine bar screen : 1 No – 3.0 Hp

Belt conveyor- I : 1 No – 0.33 Hp

Belt conveyor- II : 1 No – 0.33 Hp

Grit separator with screw conveyor : 2 No – 0.5 Hp

Air blower : 2 Nos – 20.0 Hp

Sludge Transfer pump : 2 Nos – 7.5 Hp

Lamella plate : 1No – 1.0Hp

Poly dosing pump : 2 Nos- 0.25 Hp

Poly dosing agitator :

1 No – 0.25 Hp

Centrifuge feed pump :

2 Nos – 1.5 Hp

Centrifuge mechanism :

2 Nos- 15.0 Hp

Sludge tank agitator :

1 No – 2.0 Hp

Chlorine Transfer pump : 2. Nos- 0.5 Hp

Chlorine Air blower : 2 Nos – 1.5Hp

Lab test equipment s : 1 No – 1.0 Hp

SEWAGE CHARACTERISTICS

Parameter

Unit

RAW SEWAGE TREATED EFFLUENT

Value

Total Suspended Solids (TSS)

Mg/l

220 30 or less

BOD Mg/l 236 20 or less

COD Mg/l 452 250 or less

Ammonia Nitrogen ( as N)

Mg/l

50

Less than or equal to 50 mg /l

Total Phosphorous ( as PO4)

Mg/l

5

5 or less

Total coliform

MPN/ 100 ml

107

Less than or equal to 1000 no /100ml

PH

-

6.20

Less than or equal to 5.5 to 9

Oil& Grease

Mg/I

Less than 1

Less than or equal to 5mg/lit.

WATERSUPPLY

City Salient features

Tirupur is located in Tirupur District and is an important industrial center in Tamilnadu. The town is situated at a distance of 448 Kms to the South West of Chennai and at the intersection of 70° 22’ longitude and 11° 6’ latitude. Tirupur is situated in the Coimbatore-Tiruchirapalli industrial belt known as the seventh largest industrial corridor of the country. River Noyyal, originating from the Velliangiri Hills flows through the city centre in the easterly direction and the Western Ghats on the near west, are the major geographical features of this region.Tirupur is located on the Chennai-Trivandrum broad gauge railway line and Salem-Kanyakumari National Highway (NH47) passes close to the city.Tiruppur City is the Head Quarters of Tiruppur District and was upgraded as a Corporation in the year 2008. Tiruppur Municipal Corporation encompasses a total area of 159.30 Sq.Km.

Location Map of Tiruppur

DISTRICTS OF TAMILNADU

TIRUPPUR

TIRUPPUR DISTRICT

UDUMALPET

PALLADAM

DHARAPURAM

KANGEYAM

AVANASHI

TIRUPPUR DISTRICTTIRUPPUR

STATE BOUNDARY

DISTRICT BOUNDARY

L E G E N D

INTERNATIONAL BOUNDARY

KERALA

B A YO F

B E N G A L

I N D I A N O C E A N

KARNATAKA

ANDHRA PRADESH

THIRUVALLUE

CHENNAI

VELLORE

KANCHIPURAM

DHARMAPURI

TIRUVANNAMALAI

VILUPPURAM

KRISHNAGIRI

SALEM

ERODE

NAMAKKAL

THIRUCHIRAPALLI

PERAMBALURARIYALUR

CUDDALORE

NAGAPPATTINAM

TIRUVARUR

THANJAVUR

PUDUKKOTTAI

RAMANATHAPURAM

SIVAGANGA

VIRUDHUNAGAR

MADURAI

DINDIGUL

THENI

COIMBATORE KARUR

NILGIRIS

THOOTHUKUDI

TIRUNELVELI

KANYAKUMARI

KARAIKAL(PUDUCHERRY)

PUDUCHERRY

NAGAPPATTINAM

Existing Water supply scheme Presently Tirupur Corporation receives water from three water supply schemes. Two schemes (Scheme 1 and Scheme 2) with River Bhavani as source and one scheme (Scheme 3 - NTADCL Project) with River Cauvery as source. While Scheme 1, commissioned in 1965 is owned and operated by Tirupur Corporation, Scheme 2 commissioned in 1993 is a Combined Water Supply Scheme operated and maintained by TWAD Board and Tirupur Corporation receives bulk supply from TWAD Board. Tirupur Corporation also receives bulk supply from 3rd water supply scheme commissioned in 2005 and owned, operated maintained by NTADCL. Salient details of the water supply Schemes are given in Table 2.1 below:

Salient Details of Existing Water Supply Schemes

Sl.No Description Scheme 1 Scheme 2 Scheme 3

1 Year of commissioning 1965 1993 2005

2 Ultimate design year 1991 2011 2030

3 Source River Bhavani

River Bhavani

River Cauvery

4 Intake at

On bank of River Bhavani at Mettupalayam

On bank of River Bhavani at Mettupalayam

On bank of River Cauvery at AnainasuvampalyamVillage –Erode

5 WTP at Mettupalayam Mettupalayam SuriampalayamVillage – Erode

6 Designed Capacity (Total)

7.15 MLD 46.10 MLD 185.00MLD expandable to 250 MLD

7 Allocation to TCMC 5.450 MLD 30.113 MLD 38.957 MLD

8 Maintained by

TCMC TWAD Board NTADCL

At present water is being supplied @ 118 LPCD and the frequency of the supply is 3 to 5 days.

Need for the Project

Presently Tirupur Corporation receives water from three water supply schemes, two with River

Bhavani as source (Scheme 1 and Scheme 2) and one with River Cauvery as source implemented

and maintained by NTADCL (Scheme 3). Scheme 1, commissioned in 1965 is owned and

operated by Tirupur Corporation, the Scheme II commissioned in 1993 is combined water

supply scheme operated and maintained by TWAD Board. Tirupur Corporation also receives

bulk supply from 3rd water supply scheme constructed, owned and maintained by NTADCL. The

water allocation for the Corporation area from the three schemes is 74.52 MLD. At present 50

MLD of additional water being received from NTADCL on temporary basis to meet out the total

requirement of the Corporation.

The population of the expanded corporation as per 2011 census is 8.78 lakhs. The projected

population for the year 2035 and 2050 are expected to be 14.80 and 19.50 lakhs respectively.

Drinking water requirement at the rate of 135 LPCD and with 10% losses as per the CPHEEO

Norms is estimated to be 226.28 MLD and 297.41 MLD for the year 2035 and 2050 respectively.

Further the extended areas of corporation do not have a planned water distribution system and

not able to achieve daily equitable water supply to entire corporation area. The objective of

the present consultancy is to prepare a Detailed Project Report on Water Supply Improvement

Scheme by augmenting the source, creating a new source if necessary and creation of

additional infrastructure like additional reservoirs, conveyance main, rezoning and expansion of

distribution system to the uncovered areas to facilitate equitable water supply for the entire

corporation area.

Water Demand Estimation The water demand for entire municipal area is now assessed based on the following norms as given in CPHEEO Manual:

Base water demand - 135 lpcd Fire demand - (P/1000)^0.5/ 10

Distribution losses - 10% Transmission Losses - 1.5% Water Treatment losses - 3% Losses in Raw Water Main - 0.5% It is accepted that the floating population demand will be taken care of by water requirement providedfor fire demand. The projected water demand for the design period is given in Table 4.4 below.

Water Demand for the Design Period–Details

Sl. No

Description Units WATER DEMAND

1. Period Year 2020 2035 2050 2. Census population 3. Projected Population 1080000 1480000 1950000 4. Water demand @ 135 LPCD MLD 145.80 199.80 263.25 5. Fire demand (Floating Population) MLD 3.29 3.85 4.42 6. Total demand MLD 149.09 203.65 267.67

7. Total water demand at OHT including 10% losses

MLD 165.65 226.28 297.41

In order to meet the demand, DPR submitted to Government for Administrative Sanction for cost of Rs.

992.94 Lakhs

Salient features of proposed water supply scheme

Sl.No. Component Qty

1 Raw water Intake well in River Bhavani at Mettupalayam to house 8Nos of Pumpsets 1 No

2 Raw water vertical turbine pumpsets of duty 35696lpm X 143m (1335 HP) 6 Nos

3 Raw waterTransmission main from Intake Pump House to WTP Aerator at Ridge Point 19.27 Km

4 Construction of new Check Dam of 60m lenght and 1.52m height at about 120m downstream of intake well 1 No

5 River Bank Protection Work at Raw Water Intake Location 1 No

6 Construction of New WTP for 196 mld for the Intermediate Stage and expandable to 270 mld for the Ultimate stage at Ridge Point

1 No

7 Gravity Transmission main from Annur Ridge Point to Over Head Tanks 148.31 Km

8 Construction of Pipe Carrying Bridges 14 Mos

9 Proposed Over Head Tanks 29 Nos 10 Proposed Distribution system 1062.43 Km

11 House Service Connection including Water Meter 117436 Nos

Intake

Sl.No. Component Qty

12 Chlorination Plants 29 Nos

13 Providing SCADA system for main components & with provision for centralized status monitoring of distribution system

1 No

Description of the New Water Supply scheme:

Sourece is Bhavani River.

The components involving Raw water drawl, Raw water will be conveyed up to Ridge point near Annur has been taken up. The other components namely Gravity main, ELSRs, distribution system, SCADA etc is proposed to be executed.

i. The head works with source of drawl is by using vertical turbine pump of 1335 HP(35696 LPM - 6 Nos (4+2) in the right bank of river Bhavani downstream of Samayapuram barrage. The raw water will be pumped up to Annur Ridge Point where Water Treatment Plant is proposed.

ii. Raw water is being treated by Lamella Clarifier with Rapid Gravity Filter; the clear

water is being stored in RCC sump of about 30 minutes capacity of 5 MLD where from the clear water is being conveyed through gravity to the 70 Nos. of Elevated Reservoirs in Tiruppur.

iii. SCADA system also proposed.

Schematic Diagram 1800 mm to

500mm 148.30 Km

19.27 Km 1400 mm

WTP Tiruppur Corporation Service Reservoirs

UNDER GROUND SEWERAGESCHEME


CITY SALIENT FEATURES

Total Area : 159.30 Sq.km

Total Population (2011 Census ) : 8,77,778

Total No of House holds : 244336

Total No of Council Wards : 60

UGSS Partially Covered wards : 19

UGSS Uncovered wards : 41

To provide UGSS to thy uncovered areas, proposal submitted to the Government for

Administrative Sanction at an estimate cost of Rs. 525.74 Lakhs under AMRUT 2017-2020

and under ADB assistance.


Diagram showing the Existing and Proposed UGSS covered area


PROPOSED UGSS SALIENT FEATURES

Sl. No. Component Qty

1 Collection system including manholes 563.672 Km

2 Lift Man Holes 27 Nos

3 SPS and MPS 10 Nos

4 Pumping mains 36.59 Km

5 Pumpsets at SPS 10 Nos

6 Electro-mech items for LMH 27 Nos

7 Electrical items for SPS & MPS 10 Nos

8 STP

a) Expanstion of the existing STP at Sarkarperiyapalayam and SPSs 15 mld

b) New STP at Sarkarperiyapalayam 36 / 44 mld

c) New STP at Chinnadipalayam 20 / 26 mld

9 HSC upto property boundary 74293 Nos

10 Pipe Carrying Bridges

11 Provision for Trenchless main in College Road

12 SCADA

tiruppur sanitation plan - tiruppurcorporation.comtiruppurcorporation.com/pdf/amrut/csp1.pdf ·...

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