CITY SANITATION PLAN - Ministry of Urban Development

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Maintenance is easy, simple and costs very little. CITY SANITATION PLAN BAREILLY Needs only 1.5 to 2 litres of water for flushing, while conventional flush toilet needs 12 to 14 litres of water. Needs less space than a septic tank toilet system. Does not need scavengers for cleaning the pits or disposal of sludge. This can be done by the householder. Makes available rich fertilizer and soil conditioner. Can be easily connected to sewers when introduced in the area. A low volume flushing cistern could be attached to avoid pour flushing. Reference: http://www.sulabhinternational.org Technology Option for Off-site sanitation systems Sewerage Application Level- City Wide Costly sewerage-based systems are unlikely to be cost effective solutions in most urban areas. Instead, decentralized excreta management systems are required. While many technological solutions exist, awareness and knowledge of them is limited to a small group of experts and needs to be broadened. Similarly, the technical knowledge of decision-makers needs to be increased. In some situations, such as for slums above water, appropriate technological solutions are yet to be found and more innovation is needed. Also, comparisons of primary and secondary costs and further investigation of what does and does not work, in the case of community-developed and managed facilities would be helpful. Maintenance: Sewers and manhole chambers will occasionally require structural repair or replacement, and broken and missing manhole covers should be replaced immediately. In gravity sewers, wastewater and solids are flushed along the sewer line to a treatment plant. If sewers are laid to self-cleansing velocities, they should require little routine maintenance. However, silting can be a problem where falls are limited and/or storm run-off carrying silt enters sewers. In such situations, periodic rodding, flushing or jetting will be required to remove blockages. Where pumping is required, considerably more attention will be required to operate and maintain pumps and other associated electro-mechanical equipment. ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 156
Pros and Cons CITY SANITATION PLAN BAREILLY Operation and maintenance costs can be high, especially where pumping is required or silt and other solids cannot effectively be excluded from the sewer. As a result, many service providers rely upon subsidies to keep the system functional. Sewers often become heavily silted and lose hydraulic capacity or become completely blocked. Illegal storm water collections may lead to hydraulic overload of the sewerage system during heavy rainfall events. This may result in the flow of runoff contaminated with excreta flowing in streets and sometimes houses. In order to save electricity costs, pumping station operators often maintain wastewater levels in the wet well above the invert level of the incoming sewer. This reduces flow velocities in the incoming sewer and leads to rapid siltation. In many cases a sewerage system is built in isolation from the sewage treatment plant and the two do not connect. Households may not connect their facilities to the sewer network due to high connection charges and low willingness to pay. Simplified Sewers or Shallow Sewers Application Level- Neighborhood and City Wide Simplified Sewers describe a sewerage network that is constructed using smaller diameter pipes laid at a shallower depth and at a flatter gradient than conventional sewers. The Simplified Sewer allows for a more flexible design associated with lower costs and a higher number of connected households. Expensive manholes are replaced with simple inspection chambers. Each discharge point is connected to an interceptor tank to prevent settle-able solids and trash from entering the sewer. As well, each household should have a grease trap before the sewer connection. Another key design feature is that the sewers are laid within the property boundaries, rather than beneath the central road. Because the sewers are more communal, they are often referred to as condominium sewers. Oftentimes, the community will purchase, and connect to, a single legal connection to the main sewer; the combined effluent of the auxiliary sewer network flows into the main sewer line. Because simplified sewers are laid on or around the property of the users, higher ADMINISTRATIVE STAFF COLLEGE OF INDIA, HYDERABAD Page 157
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BAREILLY DRAFT CITY SANITATION PLAN
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3.2.G SANITATION FACILITIES AND SIT
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CITY SANITATION PLAN BAREILLY Consi
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1A_i 1A_ii City Sanitation Rating P
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1I 2A 2B disposed off City wastes c
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2F 2G Percentage of Cost Recovery f
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CITY SANITATION PLAN BAREILLY S.NO.
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1. Residents including slum residen
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INTRODUCTION CITY SANITATION PLAN B
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Nagar Nigam Bareilly (NNB) : The ad
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KEY ISSUES The critical issues that
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CITY SANITATION PLAN BAREILLY Spat
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CITY SANITATION PLAN BAREILLY servi
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Treated Water Quality Surveillance
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CITY SANITATION PLAN BAREILLY Class
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Ward/ Zone Zone - 1 Zone - 2 Zone -
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The following table illustrates the
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CITY SANITATION PLAN BAREILLY Class
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CITY SANITATION PLAN BAREILLY Ward-
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Ward-49 Rhapura Choudry CITY SANITA
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Waste Generated by Markets (Vegetab
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Staff Information CITY SANITATION P
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The drain silt constitutes about 15
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CITY SANITATION PLAN BAREILLY menti
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CITY SANITATION PLAN BAREILLY Total
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schemes of town planning and design
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SANITATION FACILITIES AND SITUATION
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Page 181 and 182: Elected representatives Sanitation
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CITY SANITATION PLAN BAREILLY Docu
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campaign this can be achieved over
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REFERENCES APPENDIX CITY SANITATION
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CITY SANITATION PLAN - Ministry of Urban Development

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