city sanitation plan for kanpur

ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 0

ANNEXURE ALLAHABAD

ANNEXURES –CITYSANITATION PLAN FOR ALLAHABAD


CONTENTS

ANNEXURE 1. POLICY PAPER – CITY SANITATION TASK FORCE ................................... 2

ANNEXURE 2. CITY SANITATION TASK FORCE MEMBERS .............................................. 6

ANNEXURE 3. MINUTES OF MEETING – CSTF MEETINGS ................................................. 8

ANNEXURE 4. WARDWISE POPULATION DETAILS ......................................................... 12

ANNEXURE 5. REQUIREMENT OF CTC IN THE SLUMS OF ALLAHABAD ........................ 15

ANNEXURE 6. LITERATURE ON OPERATION AND MAINTENANCE OF SEWERAGE NETWORK SYSTEM ............................................................................................................ 26

ANNEXURE 7. ADMINISTRATIVE ZONE, WARD AND SLUM DETAILS ............................ 30

ANNEXURE 8. POPULATION PROJECTIONS& INFRASTRUCTURE DEMAND ................. 36

ANNEXURE 9. LIST OF NALLAS/DRAINS ........................................................................ 37

ANNEXURE 10. LITERATURE ON REGULATORY AND GOVERNANCE INITIATIVES – SUSTAINABLE TOILETS DEVELOPMENT AND MANAGEMENT .......................................... 40

ANNEXURE 11. UNIT RATES – SANITATION INFRASTRUCTURE PLANNING ................... 41

ANNEXURE 12. WATER TARIFF STRUCTURE ACROSS INDIA ........................................... 43

12.1 Delhi Jal Board ........................................................................................................................ 43

12.2 Chennai Metro Water ............................................................................................................ 43

12.3 Hyderabad Metro Water ..................................................................................................... 45

12.4 Bangalore Water Board ....................................................................................................... 47

ANNEXURE 13. LIETRATURE REVIEW ON SEPTAGE MANAGEMENT ............................... 50

ANNEXURES –CITYSANITATION PLAN FOR ALLAHABAD


ANNEXURE 1. POLICY PAPER – CITY SANITATION TASK FORCE

1.1. Background

The Ministry of Urban Development of India through its National Urban Sanitation Policy (NUSP)

seeks to address the gap in sanitation infrastructure and move Indian cities towards Total

Sanitation through a ‘Systems’ driven approach. Therefore equal or greater importance has been

awarded, in the City Sanitation Planning (CSP) process, to development of local institutions, a

systematic process of community awareness generation as well as long term monitoring and

evaluation of sanitation status in the urban area.

Therefore the following document describes in brief the National urban Sanitation Policy – its

objectives, need for City Sanitation Task Force, its institutional structure, preparing a City

Sanitation Plan, stages of involvement and the idea of working groups.

1.2. Legal Status of the CTF

The CTF shall be a non-statutory body. However it is recommended that a council resolution be

passed recognizing the CTF as body that will be involved in achieving the goals of the National

Urban Sanitation Policy.

1.3. Key Roles and Responsibilities

1. The CTF must participate in a multi-stakeholder, multi-party meeting in the preparatory stage,

and take a formal resolution to make the city 100% Sanitized, and publicize the same.

2. The City Sanitation Task Force will be responsible for:

Launching the City wide 100% Sanitation Campaign

Generating awareness amongst the city’s citizens and stakeholders

Approving materials and progress reports provided by the implementing agency, other public

agencies, as well as NGOs and private parties contracted by the Implementing Agency, for

different aspects of implementation

Approving the City Sanitation Plan for the city prepared by the Sanitation Implementation

Agency after consultations with citizens

Undertaking field visits from time to time to supervise progress

Issue briefings to the press/media and state government about progress

Providing overall guidance to the Implementation Agency

Recommend to the ULB about fixing of responsibilities for city-wide sanitation on a permanent

basis

1.4. Institutional structure

The CTF at local level shall constitute the different parts of the public, private, community and

voluntary sectors; allowing different initiatives and services to support one another so that they

can work together more effectively. The Urban Local Body shall be the nodal implementing

agency for implementing the City Sanitation Plan

ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD


The following is an illustrative list of stakeholders who can become members of the CTF.



1.5. Working Groups

It is proposed that different working groups be created in CTF to ensure focused efforts to different aspects

of the sanitation planning and implementation. Illustrative list of working groups and possible stakeholders

who can participate are as follows:

1. Technical core group (TCG)

City engineers

Sanitation related service provider agencies

Para-statal agencies

Other private sector engineers

2. Voices of the Economically Weaker Section

NGOs working with the urban poor

3. Sanitation Awareness Group

Institutions, schools

NGOs

4. The city residents’ group

RWAs’

Cantonment

Housing board colonies

5. City growth and development group

Chamber of commerce, hoteliers

Builders & developers

1.6. Meetings and Consultations

The CTF shall convene once in 2 months for undertaking progress review and discussion of key issues

pertaining to the planning and implementation

The CTF working groups shall convene once a month of focused discussions at the planning stage.

Thereafter it may convene once in 2 months

The individual members of the CTF shall participate in informal consultations with the planning agency to

guide and inform the process

1.7. Draft Standard Operational Procedures

1.7.1. City Sanitation Task Force

Call for Meetings

The Municipal Corporation shall appoint one officer for organizing and coordinating the CTF meetings. This

officer shall send invitation letters to the members of the CTF at least 1 week prior to the decided date of the

CTF meeting. This shall include the agenda for the meeting.

Conducting meetings

Each meeting shall discuss issues as per agenda laid out for the meeting first. In addition the head of each

working group shall briefly outline the progress of work and key concerns pertaining to that working group’s

focus area.

Towards the end of the meeting the tentative agenda and date for the next meeting shall be decided.


ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage5

Documentation of Proceedings The municipal officer in-charge of the CTF meetings shall organize for each meeting to be recorded in the

form of minutes, clearly outlining the summary of discussions, decisions taken and action points recorded with

responsibility allocation. Each ‘Minutes of Meeting’ shall be prepared and sent to the members of the CTF

within a week from the date of meeting

1.7.2. CTF Working Groups

Call for meetings

The working groups shall appoint one person to head each group. The working group meetings can be held at

a mutually convenient place and time once a month. The meetings can be called for through informal

communication (phone, email, letters)

Conducting and documenting meetings

In addition the task of documenting proceedings may be taken up in rotation by the different members of the

working group. The minutes of meeting shall be prepared and shared at the next CTF meeting with the other

members of the CTF.



ANNEXURE 2. CITY SANITATION TASK FORCE MEMBERS

NAME DESIGNATION CONTACT INFORMATION

1 Mayor

2 Nagar Ayukt

3 Uppar Ayukt

4 Secretary, ADA

5 Project Officer, NEDA

6

Secretary, Allahabad JalSansthan

7 Chief Engineer, NNA

8 GM, UP Jal Nigam; Ganga Pollution Control

Unit

9 President, Civil Societies

10 President, Gowshalai Society

11 Chief Manager, Business Mandal

12 President, SafaikaramchariSangh

13 Dean, ChatrapatiShahuji Maharaja

VishwaVidyalaya

14 Secretary, CSA

15 Zonal Officer, UP Pollution Control Board

16 CEO, Cantonment Board

17 Project Director, WWF

18 Divisional Forest Officer

21 President, SafaiKarmachari Union

22 President, Sewerage Workers Association

23

Former Deputy Commissioner

24

Professor, GIM

25

Represtative, Shyam Vikas Samithi

Maintenance

26 Zonal Officer, Regional Office, NNA

27 President, Tannery Association

28 General Manager, HAL

29 Station Commander Air Force Station

30 District Collector, Allahabad

31 Chief Medical Officer, Allahabad

32 Manager, Samik Bharati Vashit Karyakram

33

Allahabad Parivartan Forum (NGO)

34 General Manager Railways

35 Regional Manager, Water AID (NGO)



Name Designation Organisation Contact Information

1 Ms Abhilasha Gupta (AG) Mayor NNA

2 Shri. Premnath Dubey (PD) Municipal Commissioner NNA [email protected]

3 Shri. Pradip Kumar(PK) Addl. Municipal Commissioner NNA

4 Shri Sanjiv Pradhan (SP) Environmental Engineer NNA [email protected]

5 Shri J.K. Mehrotra (JM) -

6 Dr. Mohd. Sikandar (MS) Regional Officer UPPCB

7 Dr. Anilkumar Singh(AS) ASO UPPCB

8 Rajkumar Dwivedi (RD) HRD Officer NNA

9 Shri. Ajit Singh Staff Officer NNA

10 Shri. Anil Kumar Chief Warden NNA

11 Shri. Arun kishor Khanna - NNA

12 Shri. Ramesh Mishra Engineer NNA

13 Shri. Shambhu Nath Jha Incharge---- NNA

14 Shri. Kunwarji Keshawani P.A to Mayor NNA

15 Shri. Lalit Srivastava G.G.C. NNA

16 Shri. Sunil Kumar Gupta Social Supervisor NNA



ANNEXURE 3. MINUTES OF MEETING – CSTF MEETINGS

Project Name Allahabad CSP

Date of Meeting 04-08-2012 Time 13.00 Hrs

Venue Office Municipal Commissioner, Allahabad

Meeting Format CSTF Meeting w/NNA and Allahabad CSP Team, ASCI

Minutes Documented By Rajratna Sardar Date 04-08-2012

Attended By

Name Designation Organisation Contact Information

1 Ms Abhilasha Gupta (AG) Mayor NNA

2 Shri. Premnath Dubey (PD) Municipal Commissioner NNA [email protected]

3 Shri. Pradip Kumar(PK) Addl. Municipal Commissioner NNA

4 Shri Sanjiv Pradhan (SP) Environmental Engineer NNA [email protected]

5 Shri J.K. Mehrotra (JM) -

6 Dr. Mohd. Sikandar (MS) Regional Officer UPPCB

7 Dr. Anilkumar Singh(AS) ASO UPPCB

8 Rajkumar Dwivedi (RD) HRD Officer NNA

9 Shri. Ajit Singh Staff Officer NNA

10 Shri. Anil Kumar Chief Warden NNA

11 Shri. Arun kishor Khanna - NNA

12 Shri. Ramesh Mishra Engineer NNA

13 Shri. Shambhu Nath Jha Incharge---- NNA

14 Shri. Kunwarji Keshawani P.A to Mayor NNA

15 Shri. Lalit Srivastava G.G.C. NNA

16 Shri. Sunil Kumar Gupta Social Supervisor NNA

17 Mr. Rajratna Sardar (RS) Sr. Research Officer ASCI [email protected]

18 Mr. Gajanan Deshpande(GD) Sr. Research Officer ASCI [email protected]

Agenda of the Meeting

Allahabad CSP Draft Presentation

Discuss the Draft and the next steps



Points of Discussion Action By Target Date

1 ASCI team presented the draft of the CSP report to the City Sanitation Task Force (CSTF)membersand broadly explained the situation analysis based on the primary data and secondary data.

2 The Honorable Mayor Ms Abhilasha Gupta and Shri Premnath Dubey requested ASCI team to update the report which shall reflect the current situation in Allahabad city based on the ogoing interventions in various sectors of sanitation.

RS/GD 8/25/2012

3 Shri Premnath Dubey offered to support ASCI team in collecting the secondary data from various departments of NNA related to the ongoing interventions and the existing situation in the sectors of – (1) Access to Toilets, (2) Sewerage Management, (3) Solid Waste Management, and (4) Storm Water Management

4 Shri Premnath Dubey also indicated that data needs to be updated in view of newer interventions of NNA regarding next kumbh Mela 2013-14 along the following parameters

Construction & Rehabilitation of Community Toilets

Storm Water Management

Coverage of sewage network

RS/GD 08/25/2012

5 NNA officials indicated that Secondary Treatment facility is also available and as per the estimations made by NNA officials, the existing capacity is adequate to meet the demand until year 2025. NNA officials have agreed to provide the data documents that shall validate the above information.

RS/GD/SP 08/11/2012

6 Shri Premnath Dubey has requested ASCI team to update the information in the solid waste management sector with respect to the door to door (D2D) collection service which has been extended to newer areas;

RS/GD 08/11/2012

7 NNA officials have also communicated that most of the Nallas flowing through city shall be intercepted by the ongoing JNNURM schemes & the remaining nallas are proposed to be intercepted by schemes under IJNNURM-II

8 Shri Premnath Dubey has also requested ASCI team to include an explanation on data discrepancies regarding quality of water supply presented as part of National Sanitation ranking of cities & the SLB data.

RS/GD 08/11/2012

9 ASCI team agreed to include the information suggested by Municipal Commissioner and other CSTF Members

RS, GD 08/25/2012



ANNEXURE 4. WARDWISE POPULATION DETAILS

Ward Code Number Ward Name Number of Families Number of Persons

1 Sulem Saray 2,905 18,130

2 Sadiyabad 1,905 12,113

3 Jayantipur 2,421 14,887

4 Rajapur 2,627 14,100

5 Mamfordganj 2,770 14,423

6 Ashoknager 2,190 11,537

7 Ishwar Sharan Ashram Kshetra 1,030 6,736

8 Nim Saray 3,433 20,340

9 Shivkuti 1,951 12,111

10 Civil Area First 3,238 16,594

11 Kajipur 2,195 12,295

12 Malakraj 2,254 12,111

13 Harwara 2,336 13,337

14 Elanganj 2,598 14,517

15 Himmatganj 1,438 8,662

16 Chak Niratal 1,396 9,593

17 Nyay Marag 2,415 10,709

18 Engineering College Area 2,460 15,639

19 Mundera 1,540 8,490

20 Zulelal Nagar 2,182 11,541

21 Fafamau 3,014 18,289

22 New Katara 2,574 12,078

23 Krishna Nagar 2,193 12,180

24 Madhawapur 3,221 15,323

25 Danki chanat 3,458 20,148

26 Govindpur 2,144 10,640

27 Myorabad 2,034 11,661

28 University Area 2,038 10,710

29 Transport Nagar 2,284 12,970

30 Teliyarganj 2,625 15,705

31 Medical College 1,886 9,404

32 Ganga Nagar 3,505 20,933

33 Chakiya 2,616 19,415

34 Minhajpur 2,629 15,303

35 Om Prakash Sabhasad Nagar 4,743 24,898

36 Jahangirabad 2,880 18,922

37 Baghambari Gaddi 1,894 11,030

38 Karnel Ganj 2,655 14,654




39 Hehdori 2,931 15,873

40 Beniganj 3,357 19,792

41 Nayi Basti 1,696 9,613

42 Chak Dindinagar 2,058 12,024

43 Karta 2,823 17,108

44 Pura Padayin 2,691 17,595

45 Civil lines Second 2,642 13,429

46 Chak Bhatai 2,412 14,089

47 Azad Square 2,401 13,251

48 Chandpur Salori 716 4,526

49 Preetamnagar 3,031 15,619

50 Chak Raghunath 2,902 16,622

51 Katghar 2,207 12,470

52 Kareillabagh 3,951 23,080

53 Alopibagh 1,535 8,756

54 Salori 1,802 9,598

55 Chaukhandi 2,308 12,275

56 Bakshi Khurd 3,061 20,253

57 Saray Gadi 822 5,887

58 Dariyabad 1,829 11,451

59 Daraganj 2,818 14,828

60 Muthhiganj Section 1 1,232 7,371

61 Khalasi Lines 1,614 9,592

62 Mirapur 1,982 10,824

63 Shahganj 2,318 14,943

64 Pura Manohar Das 1,724 11,212

65 DAriyabad 2,920 17,763

66 Mahatsimganj 2,347 12,919

67 Rambagh 1,144 6,084

68 Muthhiganj Section 1 2,288 13,535

69 Sadiyapur 1,971 12,330

70 Tulsipur 1,892 11,056

71 Narayan Singh Nagar 1,617 8,615

72 Sultanpur Bhava 2,916 18,664

73 Malaviy Nagar 2,620 11,431

74 Bahadurganj 1,613 10,716

75 Meerganj 2,172 12,207

76 Karrili 4,268 25,259

77 Bakshi Bazar 1,997 13,090

78 Atala 2,098 14,679




79 Atasuriya 2,114 12,870

80 Dayara Shah Ajamal 1,889 11,690

81 Subedarganj 288 1,568

82 Triveniganj 589 3,618

83 T. S. L. 142 751

84 Mukta Vihar 97 537

85 B. P. C. L. 120 650

86 N. D. A. Naini 4,475 22,792

87 Durwani Nagar 121 539

88 I. T. I. 49 219

89 Siivnagar Naini 213 1,347

90 Guru Nanak Nagar 216 912

91 Gandhi Nagar Naini 1,437 6,310

92 Gangotri Nagar 1,171 6,768

93 Mahewa Patti Purab 338 2,069

94 Begum Bazar 140 850

95 Bhagal Purwa 139 1,028

96 Kodara 88 595

97 I. O. C. 1,001 5,081

Total 199,030 1,142,751



ANNEXURE 5. REQUIREMENT OF CTC IN THE SLUMS OF ALLAHABAD

S.No. Name Slum Area Type of CTC No. of Seats

Required 5Seater 10Seater 20Seater

1 Ponghut Harijan Basti 1

2 Lal Vihara 1 7

3 Neam Sarai 1 8

4 Begam Sarai 1 7

5 Mundera Village 1 8

6 Pughut Juswaha Basti 1 7

7 Malak Raj 1 1 29

8 Beharana (Holi Pali Gali) 1 15

9 Govindpur Chilaha 1 15

10 Big Bagia 1 7

11 Suraj Hata 1 3

12 Saraj Nagar 1 8

13 Harwara 1 10

14 Meera Pati 1 11

15 Gayamuddin Pur 1 8

16 Bhagalpur Harwara 9

17 Jairampur Harijan basti 1 15

18 Jairampur patpar 1 13

19 Bharti nagar Rajapur 1 10

20 Chakniratul (Kasari Masari) 1 11

21 Maheela Gram BSP 1 11

22 Pariyabad Malin Basti 1 19

23 Krishan Nagar 1 1 33

24 Mamayraganj sweeper basti 3

25 Jahangirabad Malin Basti 1 12

26 Ambedkar Nagar 1 15

27 Kharwani 1 11

28 Fatehpur bichuwa 1 8

29 Lakhimpur road malin basti 1

30 Karelabag Malin Basti 1 14

31 Madanpur 1 10

32 Kanpur Road Near high court 2

33 Ramman ka purwa 1 15

34 Khariya 1 15

35 Bhola ka Purwa 1 15

36 Sulemsarai Bazar 1 15

37 Ganga Canal 1 29

38 Newada 1 15





39 Mausiraya 1 1 27

40 Sadiapur 1 13

41 Karelabag Balu Market 1 6

42 Katghar Mehtarana Malin Basti 1

43 Chota Baghara 1 6

44 Tarheriya (Alenganj) 1 13

45 Purana Phaphamau Village 1 1 31

46 Matadin ka Purwa 1 1 31

47 Shivkuti 3

48 Kumhara Gadwa (Allapur) 1 10

49 Dariyabad Malin Basti (Second) 1 14

50 Sultanpur Bhawa Malin Basti 1 20

51 Uwawa Gadi Malin Basti 9

52 Pali village Malin basti 1 17

53 Trivani Nagar 1 1 28

54 Bhim Nagar 1 1 8

55 Udog Nagar 1 22

56 Kanjipur 9

57 Mehar ka Purwa 1 7

58 Dube ka Purwa 1 11

59 Naini Village 1 10

60 Salori Malin Basti 1 15

61 Om Gaytri Nagar 16

62 Madhwapur 3

63 Sohbatiyabag 1 5

64 Tularam Bag 1 14

65 Jayantipur 1 17

66 Umarpur Neewa 1 7

67 Aaburpur 1 10

68 Bhaktana Jayantipur 1 8

69 Karelabag Malin Basti 2

70 Daskhin Lokpur 9

71 Purafoh Mohamad 3

72 Uttan Lokpur 1 7

73 Pakarduandi 1 6

74 Sugar Mill Pashiyana 1 7

75 Pakpayjulla 9

76 Kalibadi 1

77 Pitambar Nagar 1 13

78 Shankar Ghat 1 15

79 Azad Nagar 1 10

80 Jothwal Pariyana 1 17





81 Naya Gaon Rashulabad 1 15

82 Mahandori 1 10

83 Pank Raghunath 1 6

84 Mohayatsamganj 1 8

85 Darbhanga Kaysal 9

86 Muthiganj Pamroti 1 5

87 Madiya tola 1

88 Sundar ganj 4

89 Mahaveer Nagali Tharkar Basti 1 5

90 Mahviran Speekar Basti 1 6

91 North Malaka 1 13

92 Malviya Nagar 1 6

93 Meenapur 1 7

94 Sariya Baksi Khurd 1 6

95 Gangatola Basti 1 10

96 Mori Daraganj 1 11

97 Khunkhun Ka Piyala 1 5

98 Ghariwan Tola 1 7

99 Bhusuli Tola 1 12

100 Katra Bhaktiyari 1 12

101 Mau Ghat 1 10

102 Alopibagh 1 8

103 Tulsipur 1 15

104 Rasulpur 1 15

105 Shastri Nagar 1 12

106 Beniganj 1 15

107 Karbala 16

108 Gadhikala 1 11

109 Gadhi sarai 1 5

110 Bahadurganj (Thakurdin ka Hata) 9

111 Batganj Dharkar 9

112 Pura taku malin basti 3

113 Ellaiebagh Lukarganj 3

114 Khati pathshala antrashuia 4

115 Bhagwat Jagdishbagh 3

116 Antrashuia lala harijan basti 9

117 Bhadasahi Mandi 9

118 Pauthandi Malin Basti 1 5

119 Yamuna Bank Road 1 6

120 Mura baldi 1 7

121 Katiganj Sweeper Basti 9

122 Naya Katra Mehtarana 1 6





123 Katra Pasiyana 1 5

124 Pakiranganj Katra 1 10

125 Himmatganj 1 6

126 Nihalpur 1 8

127 Pura Datel 1 17

128 Gulab Badi 1 5

129 Shahganj 2

130 Trivani Nagar (Allahapur) 1 10

131 Shudarshan Samaj Basti 1 8

132 Phulwana Road 9

133 Naya Gaon Allapur 1 8

134 Sanjay Nagar Allapur 1 7

135 Naya Basti 1 5

136 Patel Dhilwa Basti 1 5

137 Paukhandi Dhilwa Basti 3

138 Paukhandi Malin Basti 1 7

139 George Town 1 7

140 Minto Road Harijan Basti 3

141 Shivpur Holi 1 11

142 Gadia Tola (Muthiganj) 1 6

143 Naya Purwa Kareli 1 6

144 Baluha Basti Nushulla Road 1 6

145 Feedganj Neta Nagar 1 15

146 Cheetpur 1 10

147 Katarimansari Phulwana 9

148 Rajpapur 1 12

149 Kusambhi Road 1 8

150 Subhda Ganj 4

151 Sanmpriya Road (Behind station) 3

152 Eniahdaundinpur (Kareli) 1 8

153 Tilak Nagar Allapur 1 6

154 Nayi Basti Sohbatibagh 1 7

155 Kailashpuri (Salori) 9

156 Rashulabad 1 8

157 Kamla nagar naya purwa 4

158 Naya Purwa (Mumfordganj) 1 5

159 Rajapur 1 7

160 M Z Road Katra 1 7

161 Bank Road Katra 1 6

162 Baghambri Gaddi (Allahpur) 1 11

163 Bakshi Kala (Daraganj) 1 7

164 Bakshi Khurd (Daraganj) 2





165 Chak Bhatai Naini 3

166 Beli Gaon 1 6

167 Bhawapur (Himmatganj) 1 6

168 Kanhaipur (Pritam Nagar) 1 5

169 Kakraha Ghat (Sadiyapur) 2

170 Kalajhanda (Himmatganj) 1 7

171 Unani Medical Behind Himmatganj 1 6

172 Gosh Nagar Kareli 1 6

173 Mattan Ka Purwa (Bakiya) 4

174 Taibaj (Nehru Park) 2

175 Naya Behrana 2

176 Bhulai Ka Purwa 1 7

177 Wakia Nayi Basti 1 10

178 Gangaganj 1 6

179 Poptala 1 7

180 Mission Road Peepal wali Gali 1 6

181 On Road MZ Line 15 Malin Basti 1 10

182 On Road MZ Line 12 Malin Basti 4

183 Harshvardhan Nagar Meerapur 3

184 Bergad Ghat Meearpur 2

185 Bada Tajiya Near Malin Basti 1 8

Total 71 59 15 1696



Annexure IV: Ward wise Slum Areas in Allahabad

Sr.No. Ward No. Area/Slum

1 Sulemsarai

Bhola ka Purwa

Ramman ka purwa

Khariya

Ummarpur Neeva

Bhaktiyana

Sulemsarai

2 Sadiyabad Chandpur

Sadiyabad

3 Jayantipur

Dhumanganj

Jayantipur

Jayarampur

4 Rajapur Rajapur

Muir Road

5 Mamfordganj

Mamfordganj

Mamfordganj Housing Schem

Balrampur Housing Schem

Cantoment Area

6 Ashok Nagar

Ashok Nagar

Circular Road

Purva Mau Saraiya

Naseebpur

Bhaktiyara Housing Schem

Navad Housing Schem

7 Ishwar Saran

Ishwar Saran

Gararion ka Purwa

Saraiya

Lala ki Bagia

Galla Bazar

Sutur Khana

8 Neem Saraya

Neem Saraya

Begam Saraya

Shatusudeenpur

Nagi Hauli

Dharamshala

Mundera Bazar

9 Shiv Kuti Shiv Kuti

Rambag Road

10 Civil Area 1

Civil Area

Nagar Nigam

Post Office

Mahatma Gandhi Marg

Church

Dr. Lohiya Marg

Lal Bahadur Shastri Marg

Tashkand Marg

Tej Bahadur Sapru Marg

11 Kajipur Kagipur

Cheok Phulwarh




Railway Colony

Chota Chaka

Naini Dadery

Naini Taluka

12 Malakraj

Malakraj

Bariana scheme

Bariana

13 Harwara

Harwara

Mundera

Adarsh colony mundera

Mundera mandi

Mundera village

D.PWD BP

Chak mundera

Mubarakpur kotawa

14 Alengung

Alengung

Karanpur

Dhararia

Annie besant school

Krishna ashram

Chota Baghara

Kundoos Garden housi ng scheme

Church lane housing scheme

Baxi Bandh road

Ram priya road

15 Himmat gunj

Himmat gunj

Grand trank road

Bishsaula tola

Kala danda

16 Chakniratul

Chakniratul

Rajruppur

Chakia

Karbala

Subedarganj

Jairam

Kausambipur road

Beki gunj road

17 Nyaya marg

Nyaya marg

Sri Hanuman temple

Rly. Hospital

Navab yusuf road

18 IngenneringCollege

Ingennering college

Pura gadariya

Shahkhand purwa

Ghusyana purwa

Rasula bad ghat road

19 Mundera

Mundera

Bumrouli

Adarsh colony mddhpur

New market Bamrouli

ChakPonghat




Lal Bihara

20 Jhulelal nagar

Luker gunj

Khusroobag pump Station

Saraya khulda bad

21 Phaphamau

Phapha mau

Vill-Phaphamau

Rang pura

Railway station Phapha mau

22 New katra New katra

Katra housing scheem

23 Krishna nagar

Krishna nagar

Khalasi line

Choukhandi

24 Madhawapur Madhawapur

M G marg

25 Bhardwajpuram

Bhardwajpuram

Allapur

Dandiya

George town scheeme

Colengunj inter College

26 Govind pur

Govindpur

Chilla

Kallakari purwa

27 Mourabad

Muira bad

Nikoli

Nayapurwa

Belli village

28 University Area

University Area

Tagore town

Kamala Nehru hospital

Any besant school Road

Alen gunj

29 Transportnagar Transport nagar

Nagi nouli

Kanhal pur

Bhaktiyana

30 Teliyar ganj

Teliyarganj

Rasulabad ghat

Jondwal

Ghusyana purwa

31 Medical college

Liddle Road

Amarnath jha marg

Training college

Govt. houses

32 Ganga nagar Ambedkar marg

33 Chakiya Chakiya

34 Minhazpur

Minhazpur

Katzu road

Nurulla road

35 Omprakash sabhasad nagar Omprakash nagar

Raj rup pur




36 Jahagirabad

Jahagirabad

Mahadevpur

Upperhar

Abhaichand pur

Bhatta

Lesper hospital

Central jail

Indal pur

ChakAtaulla

Agriculture colony

Maheva ghat

Jindal pur

37 Baghambari Housing sch.

Baghambari gaddi

Matiyara road

Fatehpur bichuwa

38 Collnelgang

Collnelgang

Alld. Musium

Pannalal road

BNjha Library

Chintamani ghosh road

Motilal Nehru park

Prayag sangeet samiti

39 Mehdauri Mehdauri

Holipur purwa

40 Benigunj Benigunj

Kareli

41 Nai Basti Nai Basti

GT extention

42 Chak dodi

Chak dodi

Kharkauni

Lok pur

Arail

Madhopur

Chak dandi

43 Katra Katra

44 Pura padain

Pura padain

Baghambari bag

Prayag ghat station

45 Civil Area2

Civil area2

Police line

Nk Mukherji road

Boys high school

Mayo road

Mayo Hall

Pc Church

Upsc

46 Chak bhatai

Chak Bhatai

Pura fateh

Industrial labour colony

47 Azad squre Azad squre

Kp college




Govt. Inter College

Swaroop rani hospital

CAV Inter College

48 Chand pur salori

Chand pur salory

Harijan ashram

Iswar saran

49 Preetam Nagar Preetam nagar

SulemSarai Housing scheem

50 Chak raghunath

Chak raghunath

Naini Bazar

Bongwa

51 Katghar

Eving cristian college

Katghar

52 Karila bag

Karila bag

Karila bag village

Madari pur

Dodi pur

53 Alopi bag

Alopi bag

Matiyara road

Grand trank road

Pura dalel

Sarder patel hospital

54 Salori Salori

55 Chaukhandi

Chaukhandi

Nai basti

Sankar lal bhargave road

56 Bakshi Khurd

Bakshi khurd

Bakshi kala

Dara gang

57 Sarai Garhi

Sarai Garhi

Pathar Gali

Shah sul

58 Dariya Bad

Dariya bad

Ahiyapur Housing Part 2

Kalyan pur section

59 Dara gang

Daragang

Mori road

Sashtri briz

Phulwariya road

60 Muthi ganj Muthi ganj

61 Khalashi line Khalashi line

62 Meerapur

Meerapur

Darya bad

Refugee colony

63 Shahganj

Shahganj

Kamaluddinpur

Daud khan ki Sarai

64 Pura manohardas Nihalpur




Pura Manohar das

Karamat ki chouki

Ganga gang

Kareli

Nihalpur

65 Dariya bad 1 Dariya bad

Karela bag

66 Mohatsimgunj

Mohatsimgunj

Shaha gunj road

Malkai housing scheem

67 Ram bag Ram bag

Trient Road

68 Muthi gunj 2 Muthigunj

69 Sadiya pur Sadiyapur

Rasulpur

70 Tulshipur Tulshipur

Sadiya pur

71 Narayan singh nagar Narayan singh nagar

72 Sultanpur Bhawa

Sultanpur Bhawa

Ganga gang

Manohar gunj

73 MalviyaNagar Malviya Nagar

Satti Choura road

74 Bahadur gunj Bahadur gunj

75 Meergunj Meergung

76 Kareli

Kareli

Chouki Karamat

Karamat ki Chouki

77 Bakshi Bazaar Bakshi Bazar

78 Atala Atala

Sultanpur bhawa

79 Atar suiya Atar suiya

Khushal parwat

80 Dariya shah Ajamal Dariya shah Ajamal



ANNEXURE 6. LITERATURE ON OPERATION AND MAINTENANCE OF SEWERAGE NETWORK SYSTEM

S E W E R N E T W O R K

It is important to properly operate and maintain facilities such as sewers, pumping stations so that these facilities play their expected

roles. In pumping stations operation management work shall be conducted on 24-hour basis to meet the constantly changing

volume of influent. In addition, influent shall be checked, illicit discharge shall be monitored. To maintain the capacity of sewers,

O&M work such as investigation, repairing and cleaning shall be conducted regularly and sewerage facilities shall be patrolled on a

regular basis to avoid damage from the other construction work around the sewer construction site. In order to achieve the O&M

goals, the following tools and plants are required -

Motorized Trolleys w/wo mounted cameras for inspection of sewers;

High velocity jet trucks for cleaning sewers - removal of silt/sediments etc;

Rodding unit / Bailing unit / Flushing units / Bucket machines to remove large deposits of silt, sand, gravel, and some types of solid waste;

Scooters to remove heavy debris and cleaning grease from sewer lines;

Grease traps / Silt traps / Sand or oil interceptors;

Chemicals to control roots, grease, odors (H2S gas), concrete corrosion, rodents and insects.

The tables below present an overview of the various inspection and cleaning techniques, their benefits limitations and the

effectiveness. The information shall help RMC make an informed decision on the techniques to be adopted and accordingly procure

the pertinent equipment.

TABLE 12.1-1: OPTIONS FOR SEWERCLEANING METHODS

TECHNOLOGY USES AND APPLICATIONS LIMITATIONS

Mechanical

Rodding Uses an engine and a drive unit with continuous rods or sectional rods. As blades rotate they break up grease deposits, cut roots, and loosen debris. Rodders also help thread the cables used for TV inspections and bucket machines. Most effective in lines up to 300 mm in diameter.

Continuous rods are harder to retrieve and repair if broken and they are not useful in lines with a diameter of greater than 300 mm because the rods have a tendency to coil and bend. This device also does not effectively remove sand or grit, but may only loosen the material to be flushed out at a later time

Bucket Machine Cylindrical device, closed on one end with 2 opposing hinged jaws at the other; Jaws open and scrape off the material and deposit it in the bucket; Partially removes large deposits of silt, sand, gravel, and some types of solid waste.

This device has been known to damage sewers. The bucket machine cannot be used when the line is completely plugged because this prevents the cable from being threaded from one manhole to the next; Set-up of this equipment is time-consuming.

Hydraulic

Bailing A threaded rubber cleaning ball that spins and scrubs the pipe interior as flow increases in the sewer line; Removes deposits of settled inorganic material and grease build-up; Most effective in sewers ranging in size from 150mm-600 mm

It cannot be used effectively in pipes with bad offset joints or protruding service

Flushing Introduces a heavy flow of water into the line at a manhole. Removes floatables and some sand and grit. Most effective when used in combination with other mechanical operations, such as rodding or bucket machine cleaning.

This method is not very effective in removing heavy solids. Flushing does not remedy this problem because it only achieves temporary movement of debris from one section to another in the system.

Jetting Directs high velocities of water against pipe walls. Removes debris and grease build-up, clears blockages, and cuts roots within small diameter pipes Efficient for routine cleaning of small diameter, low flow sewers

The main limitation of this technique is that cautions need to be used in areas with basement fixtures and in steep-grade hill areas.



TECHNOLOGY USES AND APPLICATIONS LIMITATIONS

Others

Scooter Round, rubber-rimmed, hinged metal shield that is mounted on a steel framework on small wheels; The shield works as a plug to build a head of water; Scours the inner walls of the pipe lines.; Effective in removing heavy debris and cleaning grease from line

When cleaning larger lines, the manholes need to be designed to a larger size in order to receive and retrieve the equipment. Otherwise, the scooter needs to be assembled in the manhole. Caution also needs to be used in areas with basement fixtures and in steep-grade hill areas.

Silt Traps Collect sediments at convenient locations; Must be emptied on a regular basis as part of the maintenance program.

Grease/Oil Traps The ultimate solution to grease build-up is to trap and remove it; These devices are required by some uniform building codes and/or sewer-use ordinances; Typically sand/oil interceptors are required for automotive business discharge; Need to be thoroughly cleaned to function properly; Cleaning frequency varies from twice a month to once every 6 months, depending on the amount of grease in the discharge; Need to educate restaurant and automobile businesses about the need to maintain these traps

Chemicals Used to control roots, grease, odors (H2S gas), concrete corrosion, rodents and insects; Root Control - longer lasting effects than power rodder (approximately 2-5 years); H2S gas - some common chemicals used are, chlorine (Cl), hydrogen peroxide, pure oxygen, air, lime, sodium hydroxide and iron salts

Need Core Experts for execution of the method; an expensive option

TABLE 12.1-2: EFFECTIVENESS OF CLEANING TECHNIQUES

TECHNIQUE

TYPE OF PROBLEM

EMERGENCY

STOPPAGES GREASE ROOTS SAND, GRIT, DEBRIS ODORS

Power Rodding

Hand Rods

Bucket Machines/Scrapers

Bailing

Flushing

High Velocity Cleaning

Scooters

Chemicals

Most Effective

Least Effective

KNN shall adopt proactive measures and institute an O&M Unit in order to sustain the performance levels of the sewer

system. The O&M Unit shall execute regular/periodic inspection and cleaning of the sewer lines in order to mitigate the

risk of deterioration, blockages, and collapses and ensure a properly functioning system; these activities further a

community’s reinvestment into its wastewater infrastructure.

KNN shall develop a Capacity, Management, Operation and Maintenance (CMOM) program designed to improve

maintenance practices, reduce operating costs and raise the level of reliability of collection systems. The sewer

maintenance program shall consist of visual inspections, scheduled sewer cleanings based on maintenance history,

unscheduled sewer cleanings as determined by visual or closed circuit television inspections, and follow-up practices to

determine the cause of backups and overflows.



It is recommended to introduce innovative programs like Sewer Condition Assessment Program (SCAP) that helps

prioritize the inspection, cleaning, and rehabilitation of the sewer system, based on a scoring system that uses the age,

size, and the construction material of the pipe to schedule inspections. Scores shall be determined using GIS and

specially-designed computer and logic programs.

Private Service Provider, during the concession period, in collaboration with KNN shall conduct inspection programs to

determine current sewer conditions and to aid in planning a maintenance strategy. The surface and internal inspections

of the manholes and the pipelines shall aid to recognize, identify and rate defects in the sewer lines and hence define an

appropriate cleaning schedule. It is further recommended to develop the following sections within the unit –

Sewer Cleaning and Stoppage Section- this section shall respond to customer complaints, pinpoint problems

within the lines, and clear all blockages;

TV Section- this section shall locate defects and building sewer connections within the system;

Preventive Maintenance Section- this section shall clean and inspect the lines and also provide for Quality

Assurance and Quality Control (QA/QC).

O&M Manuals shall be designed by the PSP in consultation with KNN and UPJS and put into practice collectively by the

PSP and KNN during the concession period and taken over by KNN/UPJS thereafter. It is further recommended that

KNN/UPJS in collaboration with specialized experts in the sewerage sector shall put together ‘Best Management

Practices Manual’ which shall act as guidelines for the service providers. KNN/UPJS and PSP shall train local

communities to execute the O&M of the system in areas where decentralized waste water treatment systems are

established.

S T P S A N D P U M P I N G S T A T I O N S

It is important to properly operate and maintain sewage treatment plants so that these facilities play their intended

roles. In treatment plants, operation management work shall be conducted on 24-hour basis to meet the constantly

changing volume of influent. In addition water quality of effluent shall be tested as well as sludge shall be analyzed at

plant laboratories in order to maintain the water quality of effluent from sewage treatment plants. In order to achieve the

O&M goals, the following tools and plants are required -

Plant Laboratory – regional serving all STPs’/Local serving both water & wastewater plant;

Water Quality measuring instruments

Water Samplers

Major & Miscellaneous Equipment

Expendable Supplies

Test Kits / Chemicals

KNN/UPJS shall adopt proactive measures and institute an O&M Unit in order to sustain the performance levels of the

sewer system. The O&M Unit shall execute regular/periodic operation works of the treatments facilities to ensure a

properly functioning system; these activities further a community’s reinvestment into its wastewater infrastructure.

KNN/UPJS, in collaboration with technical experts, state and local government personnel, shall develop operations and

maintenance manual for Sewage Treatment Facility. The O&M Manual shall consist of the following sub-sections –

Considerations for preparation of O&M Manuals (Central & State Regulations / Guidelines)

Aspects of State Wide Emergency Programs for municipal sewage treatment facility

Planned Maintenance Management System for municipal sewage treatment facility

Process Control Manual for the STPs

Emergency Planning for municipal sewage treatment facility

Estimating Laboratory Needs for municipal sewage treatment facility



Estimating Staffing for municipal sewage treatment facility

Operational Manual for decentralized waste water treatment systems – gives the operator an increased

knowledge of the basics and aid in effective operations

Start-up of municipal sewage treatment facility – guide for establishing the initial guidelines for the operation of a

new municipal wastewater plant, a new addition to an existing plant or change in the mod eof plant’s operation

Procedures for evaluating the performance of municipal sewage treatment facility

KNN shall develop a Capacity, Management, Operation and Maintenance (CMOM) program designed to improve

maintenance practices, reduce operating costs and raise the level of reliability of treatment systems. O&M Manuals shall

be designed by the PSP in consultation with KNN/UPJS and put into practice collectively by the PSP and KNN/UPJS

during the concession period and taken over by KNN thereafter



ANNEXURE 7. ADMINISTRATIVE ZONE, WARD AND SLUM DETAILS

ADMINISTRATIVE ZONE WARD NUMBERS

Administrative Zone- I 36, 42,46,50,11

Administrative Zone -II 27,5,6,4,32,22,45,43,38,28,31,24,53,37,44,56,59

Administrative Zone -III 10,17,34,57,63,66,47,71,77,80,75,12,72,78,79,73,74,23,67,41,60,68,58,70,61,55,51,65,62,

69

Administrative Zone -iv 20,16,15,35,33,40,64,76,52

Administrative Zone -v 8,19,29,49,13,3,1

Administrative Zone -VI 18,30,39,9,18,7,26,54,48,2,14,21

WARD NO

WARD NAME AREA/SLUM WARD POPULATION

SLUM POPULATION

% SLUM POPULATION

1 SULEMSARAI

BholakaPurwa

18130 11285 62%

Rammankapurwa

Khariya

UmmarpurNeeva

Bhaktiyana

Sulemsarai

2 SADIYABAD Chandpur

12113 7312 60% Sadiyabad

3 JAYANTIPUR

Dhumanganj

14887 13285 89% Jayantipur

Jayarampur

4 RAJAPUR Rajapur

14110 6131 43% Muir Road

5 MAMFORDGANJ

Mamfordganj

14423 585 4% Mamfordganj Housing Schem

Balrampur Housing Schem

Cantoment Area

6 ASHOK NAGAR

Ashok Nagar

11537 6634 58%

Circular Road

Purva Mau Saraiya

Naseebpur

Bhaktiyara Housing Schem

Navad Housing Schem

7 ISHWAR SARAN

Ishwar Saran

6736 2088 31%

GararionkaPurwa

Saraiya

LalakiBagia

Galla Bazar

SuturKhana

8 NEEM SARAYA

NeemSaraya

20340 14857 73%

BegamSaraya

Shatusudeenpur

NagiHauli

Dharamshala

Mundera Bazar

9 SHIV KUTI Shiv Kuti

12111 4913 41% Rambag Road

10 CIVIL AREA 1

Civil Area

16594 420 3% Nagar Nigam

Post Office



WARD NO


SLUM POPULATION

% SLUM POPULATION

Mahatma Gandhi Marg

Church

Dr. LohiyaMarg

LalBahadurShastriMarg

TashkandMarg

TejBahadurSapruMarg

11 KAJIPUR

Kagipur

12295 3811 31%

CheokPhulwarh

Railway Colony

Chota Chaka

NainiDadery

NainiTaluka

12 MALAKRAJ

Malakraj

12111 11281 93% Bariana scheme

Bariana

13 HARWARA

Harwara

13337 5518 41%

Mundera

Adarsh colony mundera

Munderamandi

Mundera village

D.PWD BP

Chakmundera

Mubarakpurkotawa

14 ALENGUNG

Alengung

14517 6630 46%

Karanpur

Dhararia

Annie besant school

Krishna ashram

ChotaBaghara

Kundoos Garden housing scheme

Church lane housing scheme

BaxiBandh road

Ram priya road

15 HIMMAT GUNJ

Himmatgunj

8662 8495 98% Grand trank road

Bishsaulatola

Kala danda

16 CHAKNIRATUL

Chakniratul

9593 6975 73%

Rajruppur

Chakia

Karbala

Subedarganj

Jairam

Kausambipur road

Bekigunj road

17 NYAYA MARG

Nyayamarg

10709 0 0% Sri Hanuman temple

Rly. Hospital

Navabyusuf road

18 INGENNERINGCOLLEGE

Engineering college

15369 3962 26% Puragadariya

Shahkhandpurwa



WARD NO


SLUM POPULATION

% SLUM POPULATION

Ghusyanapurwa

Rasula bad ghat road

19 MUNDERA

Mundera

8490 3335 39%

Bumrouli

Adarsh colony mddhpur

New market Bamrouli

ChakPonghat

LalBihara

20 JHULELAL NAGAR

Lukergunj

11541 910 8% Khusroobag pump Station

Sarayakhulda bad

21 PHAPHAMAU

Phaphamau

18289 16676 91% Village-Phaphamau

Rang pura

Railway station Phaphamau

22 NEW KATRA New katra

12078 3744 31% Katra housing scheem

23 KRISHNA NAGAR

Krishna nagar

12180 8764 72% Khalasi line

Choukhandi

24 MADHAWAPUR Madhawapur

15323 4763 31% M G marg

25 BHARDWAJPURAM

Bhardwajpuram

20148 3753 19%

Allapur

Dandiya

George town scheeme

Colengunj inter College

26 GOVIND PUR

Govindpur

10640 0 0% Chilla

Kallakaripurwa

27 MOURABAD

Muira bad

11661 1191 10% Nikoli

Nayapurwa

Belli village

28 UNIVERSITY AREA

University Area

10710 2665 25%

Tagore town

Kamala Nehru hospital

Any besant school Road

Alengunj

29 TRANSPORTNAGAR Transport nagar

12970 6024 46%

Naginouli

Kanhalpur

Bhaktiyana

30 TELIYAR GANJ

Teliyarganj

15705 10613 68% Rasulabadghat

Jondwal

Ghusyanapurwa

31 MEDICAL COLLEGE

Liddle Road

9404 4545 48% Amarnathjhamarg

Training college

Govt. houses



WARD NO


SLUM POPULATION

% SLUM POPULATION

32 GANGA NAGAR Ambedkarmarg 10933 3389 31%

33 CHAKIYA Chakiya 19415 7969 41%

34 MINHAZPUR

Minhazpur

15303 4915 32% Katzu road

Nurulla road

35 OMPRAKASH SABHASAD NAGAR

Omprakashnagar 24898 9729 39%

Raj ruppur

36 JAHAGIRABAD

Jahagirabad

18922 6244 33%

Mahadevpur

Upperhar

Abhaichandpur

Bhatta

Lesper hospital

Central jail

Indalpur

ChakAtaulla

Agriculture colony

Mahevaghat

Jindal pur

37 BAGHAMBARI HOUSING SCH.

Baghambarigaddi

11030 6251 57% Matiyara road

Fatehpurbichuwa

38 COLLNELGANG

Collnelgang

14654 2513 17%

Alld. Musium

Pannalal road

BNjha Library

Chintamanighosh road

Motilal Nehru park

Prayagsangeetsamiti

39 MEHDAURI Mehdauri

15873 4921 31% Holipurpurwa

40 BENIGUNJ Benigunj

19792 12586 64% Kareli

41 NAI BASTI NaiBasti

9613 8880 92% GT extention

42 CHAK DODI

Chakdodi

12024 4131 34%

Kharkauni

Lokpur

Arail

Madhopur

Chakdandi

43 KATRA Katra 17108 7403 43%

44 PURA PADAIN

Purapadain

17595 7798 44% Baghambari bag

Prayagghat station

45 CIVIL AREA2

Civil area2

13429 0 0%

Police line

NkMukherji road

Boys high school

Mayo road

Mayo Hall



WARD NO


SLUM POPULATION

% SLUM POPULATION

Pc Church

Upsc

46 CHAK BHATAI

ChakBhatai

14089 3937 28% Purafateh

Industrial labour colony

47 AZAD SQURE

Azad squre

13251 6220 47%

Kp college

Govt. Inter College

Swaroop rani hospital

CAV Inter College

48 CHAND PUR SALORI

Chand pursalory

4526 1403 31% Harijan ashram

Iswar saran

49 PREETAM NAGAR Preetamnagar

15619 0 0% SulemSarai Housing scheem

50 CHAK RAGHUNATH

Chakraghunath

16622 10472 63% Naini Bazar

Bongwa

51 KATGHAR Evingcristian college

12470 1327 11% Katghar

52 KARILA BAG

Karila bag

23080 10478 45% Karila bag village

Madaripur

Dodipur

53 ALOPI BAG

Alopi bag

8756 5629 64%

Matiyara road

Grand trank road

Puradalel

Sarderpatel hospital

54 SALORI Salori 9598 0 0%

55 CHAUKHANDI

Chaukhandi

12275 7265 59% Naibasti

Sankarlalbhargave road

56 BAKSHI KHURD

Bakshikhurd

20253 9478 47% Bakshikala

Dara gang

57 SARAI GARHI

SaraiGarhi

5887 1430 24% PatharGali

Shah sul

58 DARIYA BAD

Dariya bad

11451 3716 32% Ahiyapur Housing Part 2

Kalyanpur section

59 DARA GANG

Daragang

14828 5164 35% Mori road

Sashtribriz

Phulwariya road

60 MUTHI GANJ Muthiganj 7371 4909 67%

61 KHALASHI LINE Khalashi line 9592 821 9%

62 MEERAPUR

Meerapur

10824 1720 16% Darya bad

Refugee colony



WARD NO


SLUM POPULATION

% SLUM POPULATION

63 SHAHGANJ

Shahganj

14943 631 4% Kamaluddinpur

Daud khan kiSarai

64 PURA MANOHARDAS

Nihalpur

11212 0 0%

PuraManohar das

Karamatkichouki

Ganga gang

Kareli

Nihalpur

65 DARIYA BAD 1 Dariya bad

17763 71 0% Karela bag

66 MOHATSIMGUNJ

Mohatsimgunj

12919 1964 15% Shahagunj road

Malkai housing scheem

67 RAM BAG Ram bag

6084 0 0% Trient Road

68 MUTHI GUNJ 2 Muthigunj 13535 2991 22%

69 SADIYA PUR Sadiyapur

12330 10733 87% Rasulpur

70 TULSHIPUR Tulshipur

11056 8187 74% Sadiyapur

71 NARAYAN SINGH NAGAR Narayan singhnagar 8615 0 0%

72 SULTANPUR BHAWA

SultanpurBhawa

18664 13289 71% Ganga gang

Manohargunj

73 MALVIYANAGAR Malviya Nagar

11431 0 0% SattiChoura road

74 BAHADUR GUNJ Bahadurgunj 10716 0 0%

75 MEERGUNJ Meergung 12207 0 0%

76 KARELI

Kareli

25259 2861 11% ChoukiKaramat

KaramatkiChouki

77 BAKSHI BAZAAR Bakshi Bazar 13090 0 0%

78 ATALA Atala

14679 1472 10% Sultanpurbhawa

79 ATAR SUIYA Atarsuiya

12870 3359 26% Khushalparwat

80 DARIYA SHAH AJAMAL Dariya shah Ajamal 11690 0 0



ANNEXURE 8. POPULATION PROJECTIONS& INFRASTRUCTURE DEMAND

8.1. Population Projections

YEAR BY GEOMETRIC

INCREASE METHOD BY INCREMENTAL

INCREASE METHOD BY ARTHEMATICAL INCREASE METHOD

AVERAGE OF THREE METHODS

2012 1327371 1300108 1254471 1293983

2013 1348347 1319116 1266959 1311474

2014 1369655 1338520 1279448 1329207

2015 1391299 1358318 1291937 1347185

2016 1413285 1378512 1304426 1365408

2017 1435619 1399101 1316915 1383878

2018 1458305 1420085 1329403 1402598

2019 1481350 1441464 1341892 1421569

2020 1504760 1463238 1354381 1440793

2021 1528539 1485408 1366870 1460272

2022 1552694 1507972 1379358 1480008

2023 1577230 1530932 1391847 1500003

2024 1602155 1554287 1404336 1520259

2025 1627473 1578036 1416825 1540778

8.2. Infrastructure Demand for Projected Population

YEAR PROJECTED POPULATION

(AVERAGE OF 3 METHODS)

WATER DEMAND (MLD)

@ 150 LPCD

SEWERAGE GENERATION (MLD)

@ 80%WATER DEMAND

SOLID WASTE GENERATION (TPD)

@ 0.45 KG PER CAPITA

2015 1,347,185 202.08 161.66 606.23

2020 1,440,793 216.12 172.90 648.36

2025 1,540,778 231.12 184.89 693.35

2030 1,647,392 247.11 197.69 741.33

2035 1,760,906 264.14 211.31 792.41

2040 1,881,615 282.24 225.79 846.73

2045 2,009,837 301.48 241.18 904.43



ANNEXURE 9. LIST OF NALLAS/DRAINS

AREA NO. NAME

OF NALA

MEASURED DISCHARGE

EXPECTED AVERAGE DISCHARGE POINT OF

DISCHARGE REMARK

1998-99 (MID)

2005 (MID)

2019 (MID) 2034 (MID)

CIT

Y A

REA

1 MAIN GHAGHAR NALA 40 40 50 64

Yamuna River (Left Bank)

8.68 mid waste water flow has already been tapped in GAP-I & is reaching to Gaughat MPS directly through existing sewer

1A GHAGHAR NALA 1 'A1 4 4 5 6.5

1B GHAGHAR NALA 1'A1 -1 0.2 0.2 0.4 0.6

1C GHAGHAR NALA 1'B' 0.75 0.75 1.5 1.8

1D DARIABAD -KATHARAGHAT DRAIN 0.1 0.1 0.15 0.2

1E DARIABAD - PEEPALGHAT DRAIN 0.03 0.03 0.04 0.05

1F DARIABAD -JOGIGHAT DRAIN 0.05 0.05 0.06 0.1

2 CHACHAR NALA 34 34,00 41.30 : 52.8

3 EMERGENCY OUTFALL DRAIN (through existing sewers)

18.25 18.25 8.68

22.20 8.68

28.40 0.00

4 DRAIN AT GATE NO. 9 2 2 3 4

5 DRAIN AT GATE NO. 13 4 4 5.3 7

6 FORT DRAIN NO.l - Under the control of Ministry of Difence& hence, discharge was not measured in 1998-1999

6A FORT DRAIN NO.2 -

7 MORIGATE NALA • Including MUMFORDCANJ DRAIN

33.94 33.94 42.4 53,70 . Ganga River (Right Bank)

Near Shastri Bridge

8 DRAINS OF DARACANJ AREA 3 3 4 5 MorigateNata

9 ALENGANJNALA 27.1 27.1 32.9 42 SaloriNala Near Buxi Bund

10 SALORINALA

11 JONDHWAL NALA 2.5 2.5 3.1 3.9

Ganga River (Right Bank)

Teliyarganj

11A SHANKARGHAT NALA 0.2 0.2 0.21 0.31 Teliyarganj

11B RASULABAD PACCAGHAT DRAIN 0.04 0.04 0.05 0.06 RasoolabadGhat

11C ADA COLONY NALA 1.6 1.6 1.95 2.5 RasoolabadGhat

11D jondhwalrasulabad drain

0.07 0.07 0.08

0.11 RasoolabadGhat (MURDACHAT) i

11E SHANKARGHAT COLONY DRAIN (near Phaphamau Bridge)

0.01 0.01 0.01 0.02 Near Phaphamau Bridge



AREA NO. NAME

OF NALA

MEASURED DISCHARGE


DISCHARGE REMARK

1998-99 (MID)

2005 (MID)

2019 (MID) 2034 (MID)

11F JONDHWALGHAT DRAIN 0.07 0.07 0.08 0.1 1 Teliarganj

12 RAJAPURNALA 7 7 8.5 10.9 Rajapur Area

12A T.V.TOWER NALA 2 2 2.45 3.1

RajapurNala

Rajapur Area

12B SADAR BAZAR NALA

3 3,00 3.65 4.7 Rajapur Area

12C UNCHWAGHAK1 DRAI.VI 0.7 0.7 0.85 1.1 Kachhar of Rajapur Area

12D UNCHWAGHARI DRAIN-Il 0.25 0.25 0.3 0.4 Kachhar of Rajapur Area

12E 12E BELIGAON DRAIN 0.25 0.25 0.3 0.4 Kachhar of Rajapur Area

12F MUMFORDCANJ DRAIN (balance discharge) 0.4 0.4 0.5 0.62 Kachhar of Rajapur Area

12G MUIRABADICANESH NAGAR) NALA 1 .00 1 1.21 1.55 Kachhar of Rajapur Area

12H NAYAPURWA DRAIN 0.06 0.06 0.07 0.1 Kachhar of Rajapur Area

12I MEHDAURI GAON DRAIN 0.2 0.2 0.25 0.31 Kachhar of Rajapur Area

13 MAWA1YA NALA 9 9 11 14

Ganga River

Near Mawaiya Village (Nami Area)

14 SHIVKUTI DRAIN NO.l 0.02 0.02 0.02 0.03 Near Shlvkuti Temple

14A SHIVKUTI DRAIN NO.2 0.01 0.01 0.01 0.02 Near Shlvkuti Temple

14B SHIVKUTI DRAIN NO.3 (North) 1.6 1.6 1.95 2.5 Near Shivkuti Temple

14C SHIVKUTI DRAIN NO.4 0.01 0.01 0.01 0.02 Near Shivkuti Temple

14D SHIVKUTI DRAIN NO.5 0.01 0.01 0.0] 0.02 Near Shivkuti Temple

14E SHIVKUTI DRAIN NO.6 0.02 0.02 0.02 0.03 Near Shivkuti Temple

14F SHIVKUTI DRAIN NO.7 (East) 0.72 0.72 0.9 1.15 Near Shivkutt Temple

15 CH1LLA DRAIN - -

Absorbed in sandy Strata of river Can & hence, discharge was not measured in 1998-1999

15A GOVINDPUR PURANI BASTI DRAIN -

15B 15B GOVINDPUR DRAIN NO.l

15C GOVINDPUR DRAIN NO.2 - -

15D GOVINDPUR DRAIN NO.3 -

15E GOVINDPUR DRAIN NO.4

16 CO-OPERATIVE DRAIN Ganga Rive Stagnating in a pond and does not meet river Ganga & hence, discharge was not measured in 1998-1999



AREA NO. NAME

OF NALA

MEASURED DISCHARGE


DISCHARGE REMARK

1998-99 (MID)

2005 (MID)

2019 (MID) 2034 (MID)

17 BASNA DRAIN

(Left Bank) Carries seepage of canal water &

hence, discharge was not measured in 1998-1999

18 INDIRA AWAS DRAIN 0.23 0.23 0.3 0.4 Near Phaphamau Area

19 SHIVPUR DRAIN

DR

AIN

S O

F

JHU

NS

I A

rea

20 LOTEY HARAN NALA 2.15 2.15 2.6 3.38

21 Shastri bridge nala 0.02 0.02 0.02 0.03

DR

AIN

S

OF

SU

LEM

SA

RI A

REA

22 JKODARA NALA 6.75 6.75 8.25 10.5

23 NEHRU PARK NALA 0.5 0.5 0.6 0.8

24 PONGHAT NALA 1.75 1.75 2.15 2.75 Near SulemSarai Area



ANNEXURE 10. LITERATURE ON REGULATORY AND GOVERNANCE INITIATIVES – SUSTAINABLE TOILETS DEVELOPMENT AND MANAGEMENT

STRATEGY DESCRIPTION EFFECT

Law Requires LEED certification for all new public buildings. Wastewater management is a component of the LEED system

All new buildings must meet basic green building standards

Sustainability Rating Tool for sanitation technologies in the toilet complexes

Municipal Bye Laws shall enforce the adoption of waste water treatment systems that use less energy or evn produce energy , allow for elimination of beneficial reuse of bio-solids, and restore natural nutrient cycles

Requires a minimum percentage of water reclamation & reuse; reduce environmental impact associated with energy use; encourage and recognize increasing levels of onsite renewable energy self-supply

Water Conservation Provide incentives for building water reuse reduction

Would result in reuse of water for flushing and cleaning and maintenance purposes

Coordination of Construction Specifications

Best Management Practices Task Force to coordinate the planning, design and implementation for efficient toilet construction and sanitation technology

All agencies will use the same specifications

Toilet Design Manual RMC will release a new manual to govern Toilet Construction models, materials and sanitation technologies

Will recommend standards and pilot configurations for all projects

Water Conservation Manual

Manual will describe and evaluate best practices for reduction of potable water use and encouragement of reduce/resue/recycle

Will promote water conservation to designers and building managers for new projects and existing buildings

Best Management Practices Manual Manual will describe and evaluate best practices for operations and management of the toilet facilities

Will promote efficient management of the infrastructure



ANNEXURE 11. UNIT RATES – SANITATION INFRASTRUCTURE PLANNING

UNIT RATES - SANITATION SERVICE COMPONENTS

No.

COMPONENT

CAPITAL COSTS O&M COSTS REMARKS

Unit Rate (Rs) Unit Rate (Rs)

A ACCESS TO TOILETS

1 Upgrading other latrine to septic tank based

Rs / seat 14350

2 WC Connected to Septic Tank Rs / seat 19500

3 WC Connected to Conventional Sewerage

Rs / seat 10000

4 Pit Latrine Rs / seat 12750

5 Community Toilet Block / PSC Rs / seat 39900 Rs/Seat/Year 9000

Cost per seat per Household Rs / seat /HH 5700

6 Public Sanitary Convenience (PSC) Rs/Seat/Year 11250

7 Constructing Soak pit for existing WC with Septic Tank

No 1500

8 WC Connected to Septic Tank with Soak pit

No 21000

9 Connecting Septic/ Interceptor tank effluent to small bore sewer

No 3000

10 WC Connected to Interceptor tank --> Small bore sewerage

No 16000

11 Upgrading Pit latrine to WC Connected to Conventional Sewer

No 4000

12 Upgrading Other Latrines to WC connected to Conventional Sewer

No 7500

13 Upgrading Other Latrines to WC with Septic tank with small bore sewerage

No 17350

14 Upgrading Other Latrines to WC

connected to Septic tank with Soak pit

No 15850

15 Upgrading WC with Septic tank to WC Connected to Conventional Sewer

No 4000

B SEPTAGE MANAGEMENT

1 Vacuum Trucks Rs/vehicle 800000 Rs/vehicle/ Year

452000

2 Septage Sludge Drying Beds Sqm 2000 Rs/ Sqm/ Year 1000

3 Land Hect

4 Office and ancillary units LS 1500000 Rs/ Year 60000 4% Capital

5 Septic Tank Clearance charge Rs/HH 1200

6 Septic tank clearance (O&M cost) Rs/tank 560

C SEWERAGE MANAGEMENT

Conventional Sewerage



UNIT RATES - SANITATION SERVICE COMPONENTS

No.

COMPONENT

CAPITAL COSTS O&M COSTS REMARKS

Unit Rate (Rs) Unit Rate (Rs)

1 Street collector sewer (generally 150 - 300 mm dia)

Rs/m 600 Rs/ m/ Year 48 8% Capital

2 Branch Sewer (400 mm to 800 mm) Rs/m 1400 Rs/ m/ Year 112 8% Capital

3 Trunk Sewer (800+ mm) Rs/m 3000 Rs/ m/ Year 240 8% Capital

Small Bore Sewerage

1 Street collector sewer (generally 100 - 250 mm dia)


2 Branch Sewer (300 mm to 500 mm) Rs/m 700 Rs/ m/ Year 35 5% Capital

3 Trunk Sewer (500+mm) Rs/m 1500 Rs/ m/ Year 75 5% Capital

Simplified sewerage

UGD Rs/capita 6500 Rs/capita 390 6% Capital

street Collector Sewer (generally 100 -250mmdia)


Branch Sewer Rs/m 700 Rs/ m/ Year 28 4% Capital

Wastewater Treatment

Primary Treatment Rs/mld 3038750 Rs/mld/ Year 364650 12% of Capital

Secondary treatment Rs/mld 8206000 Rs/mld/ Year 984720 12% of capital

Tertiary Treatment Rs/mld 18937154 Rs/mld/ Year 2272458 12% of capital

Decentralised Waste Water Treatment

Rs/mld 16412000 Rs/mld/ Year 328240 2% of capital

G STORM WATER DRAINS

New Drains Construction Rs/Percapita 630 Rs/Percapita 31.5

Upgrading kutcha drains to pucca Rs/Km 1400000 Rs/Km 70000 5% Capital

New Pucca Open Drains Rs/Km 2100000 Rs/Km 105000 5% Capital

New Pucca closed drains Rs/Km 2400000 Rs/Km 120000 5% Capital

H SOLID WASTE MANAGEMENT

SWM vehicles Rs/unit 430000 Rs/unit 21500 5% Capital

Dustbins Rs/unit 750 Rs/unit 37.5 5% Capital

SW Disposal Rs/unit 250 Rs/unit 12.5 5% Capital

I IEC

IEC Campaign Rs/year 800000



ANNEXURE 12. WATER TARIFF STRUCTURE ACROSS INDIA

12.1 Delhi Jal Board

12.1.1 Water Supply Related Charges:

Generally bills are issued on bi-monthly basis and in case of bulk connections, it is on monthly basis.Charges

raised in Water Bill

Service Charge

Sewage Maintenance Charge

Water Consumption Charge

Meter rent if meter has been installed by DJB

Cess Charge

Arrears if any

Surcharge, if payment is not deposited in stipulated time

Other Charges

12.1.2 Present Rates for Service Charge

Category I For Built up area upto 200 sq km Rs 40 per month per connection

For Built up area above 200 sq km Rs 120 per month per connection

Category II Non- Domestic Rs 250 per month per connection

Category III Non- Domestic Rs 600 per month per connection

12.1.3 Volumetric Consumption Charges

Category I

Consumption per Month Rs per KL

Upto 6 KL 0

7 – 20 KL 2

21 – 30 KL 7

Above 30 KL 10

Category II

Upto 25 KL 10

Above 25 KL and up to 50 KL 20

Above 50 KL 30

Category III

Upto 25 KL 15



Above 100 KL 50

12.2 Chennai Metro Water

12.2.1 Metered Consumers Tariff

Category Quality Rate / KL Rs Frequency of Billing

Domestic

Residential

1) Domestic residential premises

(Other than Flats or Block or line of Houses )

Upto 10 KL 2.50

Monthly 11 to 15 KL 10

16 to 25 KL 15

Above 25 KL 25

2) Flat or Houses in a block of Flats or line of houses

respectively used wholly for residential purposes.

Total Consumption divided by no of flats

Upto 10 KL 2.50

11 to 15 KL 10

16 to 25 KL 15

Above 25 KL 25



Individual flats or Houses in a

block of flats or line of houses

respectively used for other

than residential purposes

Partly Commercial Rs 150 p.m. per flat

Monthly

Non Water Intensive Rs 400 p.m. per flat

Water Intensive Rs 650 p.m. per flat

Private Hospitals Rs 800 p.m. per flat

Institutional Rs 300 p.m. per flat

Pvt. Educational Institutions RS 400 p.m. per flat

Commercial

Private Hospitals – upto 500 KL Rs 50

/ KL

Rs 800*

(water intensive)

Monthly

All others upto – 500 KL Rs 35 / KL Rs 400

(non-water intensive)

Private Hospitals – above 500 KL Rs

80 / KL for entire quality

Rs 800*

(water intensive)

All others – above 500 KL Rs 60 / KL

for entire quality

Rs 650*

(water intensive)

Partly Commercial

Upto 10 KL 5

11 to 15 KL 15 Rs 150 Monthly

Above 15 KL 25

Institutional

PvtEdn

Institution 40 KL entire quality Rs 400

Monthly Govt Hospitals 20 KL entire quality Rs 200

All others 30 KL entire quality Rs

Municipal Water Supply Entire

Consumption 15 Monthly

Municipal Bulk Supply Entire

Consumption

7 (wherever Local

bodies met the cost

of infrastructure)

Monthly

Sewage Charges at 25 % on water supply charges whenever sewer connections are provided

12.2.2 Unmetered Consumers – Tariff

Category Water Charges / Month

(including sewage charges) Sewer Charges / Month Frequency of billing

A Domestic

Residential

i) Domestic residential

premises (other than flats or

block or line of houses)

Rs 50 per month per dwelling

unit Half yearly

ii) Flats or houses in a block

of flats or line of houses

respectively used wholly for

residential purpose

Rs 50 per month per dwelling

unit Half yearly

Half yearly Half yearly

Partly Commercial Rs 150 pm Half yearly

Institutional

i) Private Educational

Institutions Rs 400 pm

ii) Govt Hospitals Rs 200 pm

iii) All others Rs 300 pm

Half yearly

Public Supply Tube wells

pumps or Mark II pumps Rs 40 Rs 10 Half yearly

12.2.3 Sewerage Charges (Where there is no water supply connection)

a) Domestic Rs 25 pm Half yearly

b) Non Domestic Rs 150 pm Half yearly

c) Non Domestic with water main (water intensive) Rs 650 pm Half yearly



12.3 Hyderabad Metro Water

12.3.1 Domestic Category

Existing Revised

Slab Water

Charges

(in Rs)

Slab Water

Charges (in

Rs)

Sewerage Cess Charges

(in Kilo Liters per month) (in Kilo Liters per Month)

35% Over Water

Demand

0-15 (slums) 6 0-15 (slums) 7

0-15 6 0-15 10

16-30 8 16-30 12

31-50 15 31-50 22

51-100 20 51-100 27

101-200 25 101-200 35

Above 200 Entire quantity 35 Above 200 Entire quantity 40

The following minimum charge based on pipe size diameter will be collected in case monthly

tariff/consumption as shown above is less than minimum charges for Domestic consumers.

½”dia (slum) Rs.105.00

½”dia Rs.150.00

¾”dia Rs.418.00

1” dia Rs.905.00

1 ½”dia Rs.2120.00

2” dia and above Rs.4500.00

In addition to the above minimum water charges, sewerage cess charges will be levied at 35%.

12.3.2 COMMERCIAL CATEGORY:

Existing Revised

Slab Water

Charges

(in Rs)

Slab Sewerage Cess Charges

(in Kilo Liters per Month) (in Kilo Liters per Month)

35% Over Water Demand

0-15 6 0.15 20

16-30 8

16 - 100

35 31-50 15

51-100 20

101-200 25 101 - 200 50

Above 200 Entire quantity 35 Above 200 Entire quantity

The following minimum charges based on pipe size diameter will be collected in case monthly

tariff/consumption as shown above is less than minimum charges for commercial consumers.

½”dia Rs.300.00

¾”dia Rs.965.00

1” dia Rs.1700.00

1 ½”dia Rs.3275.00

2” dia and above Rs.6675.00



In addition to the above minimum water rates, sewerage cess will be levied at 35% on water charges.

12.3.3 INDUSTRIAL CATEGORY:

Existing Revised

Slab Water

Charges

(in Rs)

Slab Sewerage Cess Charges

(in Kilo Liters per Month) (in Kilo Liters per Month)

35% Over Water Demand

0-15 6 0.15 25

16-30 8

16 - 100 40 31-50 15

51-100 20

101-200 25 101 - 200 60

Above 200 Entire quantity 35 Above 200 Entire quantity

Water Based Units (Entire Quantity)

60 Water Based Units with in GHMC

(Entire Quantity) 100

60 Water Based Units Out side GHMC

area (Entire Quantity) 120

The following minimum charges based on pipe size diameter will be collected in case monthly

tariff/Consumption as shown above is less than minimum charges for Industrial consumers. In addition to below

rates 35% sewerage cess will be charged for all such consumers who are located within the GHMC limits.

½”dia Rs. 375

¾”dia Rs.1135

1” dia Rs.1975

1 ½”dia Rs.3775

2” dia and above Rs.7855

12.3.4 BULK & MSB CATEGORY :

S.No. Category Water Charges Sewerage cess

Remarks

Up to Agreed

quantity

Beyond Agreed

quantity

I Within GHMC

a) Housing colonies / Gated

Communicates

Rs.10/- per KL Rs.40/- per KL 35% on water

demand

II Outside GHMC area

a) Housing colonies / Gated

community

Rs.13.50 per

KL

Rs.54/- per KL No sewerage

charges

b) Contonment Board Rs.13.50 per

KL


charges

c) Commercial / Industrial

connections

Rs.90/- per KL

for entire

quantity

No sewerage

charges

Minimum

charges as

per pipe size

III Tanker Supplies

a) Tanker supplies for domestic

purpose (including hire chares)

Rs.400/- per 5 KL

b) Tanker supplies for non-domestic

purpose (including hire charges)

Rs.515/- per 5 KL

IV

Grampanchayats/

Municipalities

a) Grampanchayats / Municipalities Rs.10/- per KL


charges



For Multistoried Residential Apartment Complex(s) (Domestic) the minimum of 9 KL per flat per month shall be

chargeable at the lowest rate of Rs.10/- per KL and thus workout to Rs.90/- per month for water charges per

flat and sewerage cess @ 35% will be charged on water charges minimum monthly charges per flat will be

Rs.121.50/- per month. To provide incentive to those customers and encourage them to set up sewerage

treatment plant rebate will be given upto a maximum of 50% (i.e., 17.50%) in sewerage cess provide the

entire quantity of water consumed including the bore well water is treated and recycled for other usage.

12.4 Bangalore Water Board

12.4.1 Water Tariff

12.4.1.1SANITARY CHARGES

Consumption Domestic Non Domestic

0 – 25000 Lts 15 Flat 20 % of bill

25001 – 50000 Lts 15 % of bill 20 % of bill

50001Lts and above 20 % of bill 20 % of bill

12.4.1.2BORE WELL CHARGES

Domestic & apartment 50/- per month per individual houseNon domestic Rs.300/- per HP. of borewell per

month

Domestic Minimum Rs.48

a) O to 8000 Litres Rs.6.00 per KL

b) 8001 to 25000 Litres Rs.9.00 per KL

c) 25001 to 50000 Litres Rs.15.00 per KL

d) 50001 to 75000 Litres Rs.30.00 per KL

e) 75001 to 1,00,000 Litres Rs.36.00 per KL

f) 1,00,000 and above Rs.36.00 per KL

g) Domestic consumers in respect of High rise building /

Apartments charged at bulk supply

Minimum Rs.48 p.m. Pertenament of high rise building/

Apartments Total consumption its charged on average

consumption domestic basis, for each tenament

h) Town Muncipal Council villagePanchayat, Yelahanka,

Hebbaletc.,are charged at bulk supply basis

In case of Town Municipal Council / Village supply charged

on bulk supply basis are charged at minimum of Rs.48/- per

connection Total consumption are charged at an average

domestic consumption basis for each connection

NON DOMESTIC Minimum Rs.360

a) 0 to 10001 Litres Rs.36.00 per KL

b) 10001 to 20001 Litres Rs.39.00 per KL

c) 20001 to 40001 Litres Rs.44.00 per KL

d) 40001 to 60001 Litres Rs.51.00 per KL

e) 60001 to 1,00,000 Litres Rs.57.00 per KL

f) Above 1,00,000 Litres Rs.60.00 per KL

INDUSTRIES Rs.60.00 per KL

SWIMMING POOLS Rs.60.00 per KL



Domestic

Bore Size Meter Charge

Half Inch 0.5 20

Three Quarter 0.75 30

One Inch 1 36

One and Quarter 1.25 40

One and half 1.5 50

Two Inch 2 70

Two and Half 2.5 250

Three Inch 3 300

Four Inch 4 350

Six Inch 6 400

Eight Inch 8 500

Ten Inch 10 600

Twelve 12 800

Sixteen Inch 16 1200

Non Domestic

Bore Size Meter Charge

Half Inch 0.5 40


One Inch 1 72


One and half 1.5 100

Two Inch 2 140


Three Inch 3 600

Four Inch 4 700

Six Inch 6 800

Eight Inch 8 1000

Ten Inch 10 1200

Twelve 12 1600


Partially Non Domestic

Bore Size Meter Charges

Half Inch 0.5 30


One Inch 1 54


One and half 1.5 75

Two Inch 2 105


Three Inch 3 450

Four Inch 4 525

Six Inch 6 600

Eight Inch 8 750

Ten Inch 10 900

Twelve 12 1200


12.4.1.3PRORATA / INSPECTION CHARGES

Levy of Prorata charges for sanction of water supply and sanitary connection. Due to a spurt in the

population, many of the buildings in Bangalore City have been dismantled and are reconstructed as

multistoried complexes. These residential apartments and commercial complexes have resulted in increase in

demand for multiple water and sewage disposal. The existing water supply and sanitary lines are old with

lower diameter and are not capable of meeting the required water demand and also incapable of taking the



additional sewage load. BWSSB is required to make heavy investments to meet this demand hence it is

imperative to levy prorata charges to new structures and multi-storyed complexes to meet the cost of

improvement to the existing water supply and sanitary system. Prorata charges is a one-time payment

collected from the owner/lessee/occupier, based on the area of construction, both for water supply

connection and sanitary connection as detailed below

12.4.1.4 PRORATA CHARGES – FEE STRUCTURELEVY OF PRORATA CHARGES FOR SANCTION OF

WATER SUPPLY AND SANITARY CONNECTION.

Due to a spurt in the population, many of the buldings in Bangalore City have been dismantled and are

reconstructed as multi storeyed complexes. These residential apartments and commercial complexes, have

resulted in increase in demand for multiple water and sewage disposal. The existing water supply and

sanitary lines are old with lower diameter and are not capable of meeting the required water demand and

also incapable of taking the additional sewage load. BWSSB is required to make heavy investments to meet

this demand hence it is imperative to levy prorata charges to new structures and multi-storyed complexes to

meet the cost of improvement to the existing water supply and sanitary system. Prorata charges is a one-time

payment collected from the owner/lessee/occupier, based on the area of construction, both for water supply

connection and sanitary connection as detailed below

1. Prorata Charges

Residential Building Rs.150/- per sqmt on total built up area

Multistoried Residential Apartments / Residential

Apartments

Rs.200/- per sqmt on total built up area

Buildings fully owned by State Government and

Central Government (Not applicable to Govt

undertaking organisations own buildings)

Rs.240/- per sqmt on total built up area

Commercial Buildings Rs.300/- per sqmt on total built up area

II. Inspection Charges

Residential Buildings(single unit Rs.250 per building

Residential Apartments Rs.2,500 per building

Commercial Buildings

a. upto 1,000 Sq.ft Rs.500 per building

b. upto 1001-2000 Sq. ft Rs.2,000 per building

c. upto 2001-4000 Sq. ft Rs.4,000 per building

d. Beyond 4000 Sq. ft Rs.5,000 per building

III. Sanitary Point charges Rs.120 per(minimum Rs.600 per house/flat

1. Up to & inclusive of 2400 Sq. ft area for up to G + 2 floors (Residential as well as commercial). Sub-

committee headed by concerned ACEs is empowered with the approval of CE.

2. More than 2400 Sq. ft area (Residential as well as commercial) for beyond G + 2 floors – Committee

headed by CE is empowered & approval of C is required.

3. Up to 2400 Sq. ft area for G + 2 (only residential), EE is empowered



ANNEXURE 13. LIETRATURE REVIEW ON SEPTAGE MANAGEMENT

Overview of Existing Norms for Design &Construction of Septic TANKS AND General Observations

on site –

PARAMETERS EXISTING GUIDELINES SOURCE OF

GUIDELINE GENERAL OBSERVATIONS ON SITE

LOCATION

Septic Tanks are recommended only for

individual homes, small communities and

institutions whose contributory population

size doesn’t exceed 300

CPHEEO Manual

While all existing guidelines state that

the location of septic tank should be

given due consideration, in reality, the

location of the septic tanks are

practically based on the land

availability within the household vicinity

A sub soil dispersion system shall not be

closer than 18 meters from any source of

drinking water, such as well, To mitigate the

possibility of bacterial pollution of water

supply

NBC, Part 3:

Development

Control Rules

and General

Building

Requirements

Septic tank should be located at a place

open to sky, as far away as possible from

the exterior of the wall of building and

should not be located in swampy areas or

areas prone to flooding.

IS 2470, Part-1

DESIGN AND

CONSTRUCTIO

N

Septic tanks should have a minimum width of

750 mm, depth of 1 meter below water

level and a minimum water capacity of 1

cubic meter. The length of the tank shall be

2 to 4 times the width.

NBC, Part 3:

Development

Control Rules

and General

Building

Requirements;

IS 2470, Part -1

Local masons unaware of the existing

design/construction guidelines

construct septic tanks. The criterion

governing the design and construction

broadly is the land availability and the

funds available with the house owner /

property builders

The minimum nominal diameter of the pipe

shall be 100 mm. Further at junctions of

pipes in manholes, direction of flow from a

branch connection shall not make an angle

exceeding 45 degrees with the direction of

flow in main pipe

Every septic tank shall be provided with a

ventilation pipe of at least 50 mm diameter

The liquid depth should be 2-3 m and the

length to depth ratio should be 2-3 to 1. The

liquid depth of the septic tank should be

calculated depending on the cleaning

CPHEEO;

IS 2470, Part-1



interval of the septic tank (For detail length,

breadth and liquid depth for various number

of users please refer the Manual); A

provision of 300 mm should be made for

free board

When served for a population above 100,

the septic tank may be divided into

independent parallel chambers for

operation and maintenance

Baffles are provided at inlet and outlet and

should dip 25 to 30 cm into and project 15

cm above the liquid. The invert of the outlet

pipe should be provided at 5 to 7 cm below

the invert level of inlet pipe.

The height of the ventilation pipe should

extend at least 2 m above the height of the

highest building within 20 meters radius

Improved Septic Tank” - the walls of the

conventional septic tank can be replaced

with baffle walls to have a multi chambered

baffled septic tank. The paper states “This

movement of wastewaterinside the tank

helps in creating the turbulent flow which

causes enhanced mixing of the rawsewage

with already existing activated sludgeand

accelerates the decomposition of the solids

because of intensive contact between the

activated sludge and fresh influent”.

CSE Policy

Paper on

septage

management in

India



OVERVIEW OF EXISTING NORMS FOR DESLUDGING OF SEPTIC TANKS AND GENERAL

OBSERVATIONS ON SITE –

PARAMETERS EXISTING GUIDELINES SOURCE OF GUIDELINE GENERAL

OBSERVATIONS ON SITE

Desludging

A portion of sludge not less than 25

mm in depth should be left behind in

the tank bottom, which acts as the

seeding material for the fresh

deposits. IS 2470, Part -1

The frequency of

desludging varies from

area to area and some

areas have reported that

the septic tanks have never

been desludged. In areas

where desludging is done

through vaccum trucks,

complete removal of scum

and septage takes place

and manual scavenging is

observed in many areas

while desludging septage

The digested sludge should be

withdrawn through a dip pipe of not

less than 150 mm dia under a

hydrostatic pressure of at least 450

mm.

Septic tanks should be cleaned when

a large quantity of septage has

collected in the bottom of the tank.

The interval of cleaning should not

normally exceed 12 months. After

cleaning, three or four shovelful of

surface earth containing grass roots

and decaying vegetable matter

should provide a good start

NBC



CSE guidelines for Selecting Septage Treatment and Disposal Options –

TOWN CATEGORIES CONDITIONS RECOMMENDED TECHNOLOGIES

UNSEWERED, CLASS -

III, IV AND V TOWNS

Remote land available with suitable site and soil

conditions Land applicaton of septage

Land available but close to neighbor Land application after stabilization

Inadequate land, but waste water treatment

plant (WWTP) available within 30 kms with

adequate capacity Disposal at WWTP

PARTIALLY SEWERED,

CLASS II TOWNS

Land available but close to settlements Land application after stabilization

Inadequate land, but WWTP available with

adequate capacity Disposal at WWTP

Inadequate land and no WWTP either

Disposal at independent treatment

facility or common septage

treatment facility (CSTF)

CLASS - I AND

METRO CITIES

Available WWTP Disposal at WWTP

Non-available WWTP

Disposal at independent treatment

facility or common septage

treatment facility (CSTF)



OVERVIEW OF EXISTING NORMS FOR DESLUDGING OF SEPTIC TANKS AND GENERAL

OBSERVATIONS ON SITE –

PARAMETERS EXISTING GUIDELINES SOURCE OF

GUIDELINE

GENERAL

OBSERVATIONS ON SITE

SEPTAGE

TREATMENT

Soak pits or dispersion trenches can be adopted

for porous soils where soak percolation rate is

below 25 minutes per cm and depth of water

table is 2 m or more from the ground level

Dispersion trenches can be adopted for porous

soils with soak percolation rates between 12 to

25 minutes if adequate land is available

In areas with high water table dispersion

trenches should be located partially or fully

above ground in a mound

The subsoil dispersion system shall be at least 20

m away from any source of drinking water

The subsoil dispersion system should not be closer

than 7 m to the nearest dwellings to avoid any

corrosive effect

When disposal of the septic tank in to dispersion

trench, the trench shall be of 0.50 to 1.00 m

deep and 0.30 to 1.00 m wide excavated to a

slight gradient

Minimum horizontal dimension of soak pit should

be at least 1 m, the depth below invert level or

inlet pipe being at 1 m.

Dispersion trenches should be about 0.5 to 1 m

deep, 0.3 to 1 m wide excavated to a gradient

of about 0.25%

Upflow anaerobic filter can be used in areas

with dense soil condition, high water table and

limited land availability. The capacity of the unit

will be 0.04 to 0.05 cubic meters per capita or

1/3 to ½ of the liquid capacity of the septic

tank it serves.

Biological filters are suitable for treatment of

septic tank effluent where the soil is relatively

CPHEEO, IS:

2470,

IS 2470, Part

- 2

Most of the septic tank

outlets are connected to

open/storm water drains.

The concept of treatment

of septic tank effluent

broadly doesn’t exist



impervious, water logged areas or where limited

land area is available. The depth of medium

should be 1400 mm but never less than 900 mm.

The septic-tank effluent should be distributed

evenly over the surface of the biological filter

through which it percolates to the floor.

For populations of up to 10 persons the volume

should be 1 m3 of medium per head, of resident

population for over 10 and up to 50 persons,

0.8 m and for over 50 and tip to 300 persons,

0-6 m3. The filter effluent is either discharged

into surface drain or evenly distributed over a

grass plot from the system of channel.

IS: 2470, Part

-2

The cross section of the seepage pit where the

effluent of the septic tank is disposed should be

0.90 m and not less than 1.00 m in depth below

the inert level of the inlet pipe

NBC

city sanitation plan for kanpur

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