city sanitation plan for kanpur
TRANSCRIPT
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 0
ANNEXURE ALLAHABAD
ANNEXURES –CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 1
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
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 2
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
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 3
The following is an illustrative list of stakeholders who can become members of the CTF.
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 4
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.
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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.
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage6
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)
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage7
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
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage8
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
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage9
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
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ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage11
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage12
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
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Ward Code Number Ward Name Number of Families Number of Persons
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
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage14
Ward Code Number Ward Name Number of Families Number of Persons
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
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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
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage16
S.No. Name Slum Area Type of CTC No. of Seats
Required 5Seater 10Seater 20Seater
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
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S.No. Name Slum Area Type of CTC No. of Seats
Required 5Seater 10Seater 20Seater
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
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ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage18
S.No. Name Slum Area Type of CTC No. of Seats
Required 5Seater 10Seater 20Seater
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
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S.No. Name Slum Area Type of CTC No. of Seats
Required 5Seater 10Seater 20Seater
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
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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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage21
Sr.No. Ward No. Area/Slum
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage22
Sr.No. Ward No. Area/Slum
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage23
Sr.No. Ward No. Area/Slum
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage24
Sr.No. Ward No. Area/Slum
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage25
Sr.No. Ward No. Area/Slum
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage26
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.
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage27
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.
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage28
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage29
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage30
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage31
WARD NO
WARD NAME AREA/SLUM WARD POPULATION
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage32
WARD NO
WARD NAME AREA/SLUM WARD POPULATION
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage33
WARD NO
WARD NAME AREA/SLUM WARD POPULATION
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage34
WARD NO
WARD NAME AREA/SLUM WARD POPULATION
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage35
WARD NO
WARD NAME AREA/SLUM WARD POPULATION
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage36
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 37
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage38
AREA NO. NAME
OF NALA
MEASURED DISCHARGE
EXPECTED AVERAGE DISCHARGE POINT OF
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage39
AREA NO. NAME
OF NALA
MEASURED DISCHARGE
EXPECTED AVERAGE DISCHARGE POINT OF
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 40
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage41
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage42
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)
Rs/m 300 Rs/ m/ Year 15 5% Capital
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)
Rs/m 300 Rs/ m/ Year 12 4% Capital
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage43
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 25 KL and up to 50 KL 25
Above 50 KL and up to 100 KL 35
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage44
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage45
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage46
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
Rs.54/- per KL No sewerage
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
Rs.40/- per KL No sewerage
charges
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage47
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage48
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
Three Quarter 0.75 60
One Inch 1 72
One and Quarter 1.25 80
One and half 1.5 100
Two Inch 2 140
Two and Half 2.5 500
Three Inch 3 600
Four Inch 4 700
Six Inch 6 800
Eight Inch 8 1000
Ten Inch 10 1200
Twelve 12 1600
Sixteen Inch 16 2400
Partially Non Domestic
Bore Size Meter Charges
Half Inch 0.5 30
Three Quarter 0.75 45
One Inch 1 54
One and Quarter 1.25 60
One and half 1.5 75
Two Inch 2 105
Two and Half 2.5 375
Three Inch 3 450
Four Inch 4 525
Six Inch 6 600
Eight Inch 8 750
Ten Inch 10 900
Twelve 12 1200
Sixteen Inch 16 1800
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage49
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage50
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage51
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage52
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage53
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)
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage54
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
ANNEXURES – CITYSANITATION PLAN FOR ALLAHABAD
ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABADPage55
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