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RENALA KHURD
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TABLE OF CONTENTS
CHAPTER 1 INTRODUCTION
1.1 Background 1.2 Punjab Municipal Service Improvement Project (PIMSIP) 1.2.1 Key Features of PMSIP 1.3 PMSIP Planning 1.3.1 Limitations of PMSIP Planning 1.4 The Planning Process 1.4.1 Secondary Data Collection 1.4.2 Mapping 1.4.3 Field Data Collection 1.4.4 Data Analysis 1.4.5 The Visioning Workshop 1.4.6 Interim Appraisal by the World Bank 1.4.7 One day Planning Refresher Workshop for Year - I TMAs
CHAPTER 2 TMA PROFILE
2.1 District Profile 2.1.1History 2.1.2 Location 2.1.3 Area/Demography 2.2 TMA/Town Profile 2.2.1 Location 2.2.2 Area/Demography
CHAPTER 3 URBAN PLANNING
3.1 Situation before Planning Exercise 3.2 Mapping by PMDFC 3.3 TO (P) Office 3.4 Existing Land Use Characteristics 3.5 Building Control 3.6 Katchi Abadi 3.7 Growth Directions
CHAPTER 4 STATUS OF INFRASTRUCTURE 4.1 Road Network 4.1.1 Road Condition 4.1.2 Traffic Congestion 4.1.3 Parking 4.1.4 Street Network 4.1.5 Needs 4.2 Street Lights 4.3 Water Supply
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4.3.1 Service Area 4.3.2 Drinking Water Sources 4.3.3 Consumer Connections 4.3.4 Water Distribution Network 4.3.5 Un-Served Areas 4.3.6 Needs 4.4 Sewerage System 4.4.1 Coverage Area 4.4.2 Needs 4.5 Solid Waste Management 4.5.1 Collection System 4.5.2 Land Fill/Dumping Sites 4.5.3 Labor and Equipment Maintenance 4.6 Fire Fighting 4.6.1 Existing Fire Fighting Arrangements 4.6.2 Fire Refill Points 4.6.3 Overall situation of Fire Fighting Arrangements & Needs 4.7 Parks 4.7.1 Municipal Park 4.7.2 Children Park 4.7.3 Family Park 4.7.4 Requirements & Needs of the Town
CHAPTER 5 WORKSHOPS ON PRIORITIZATION OF INFRASTRUCTURE PROJECTS
5.1 Pre-Workshop Consultations 5.2 Workshop Proceedings 5.2.1 General 5.2.2 Workshop Participants 5.2.3 The Session 5.2.4 Group Formation 5.3 Outcome of the Visioning Workshop 5.4 Prioritized List of Sectors
CHAPTER 6 SITUATION ANALYSIS AND PMDFC INTERVENTIONS
6.1 Capacity Building / Trainings 6.2 Complaint Cell 6.3 Performance Management System 6.4 Financial Management System 6.5 Financial Component 6.6 TO(P) Office
CHAPTER 7 OUTLINE STRUCTURE PLAN
7.1 Brief Introduction 7.2 Visioning and Priority of Stakeholders 7.3 Development Plan
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7.4 Growth Direction 7.5 Densification of the Existing Built-Up Area 7.6 Land Requirements for Future Urban Expansion 7.7 Proposals
CHAPTER 8 ACTION PLANS FOR TMA RENALA KHURD
8.1 Action Plan for Drainage & Sewerage 8.2 Action Plan for Water Supply 8.3 Action Plan for Drainage & Sewerage 8.4 Action Plan for Water Supply 8.5 Action Plan for Roads 8.6 Action Plan for Solid Waste Management 8.7 Action Plan for – Fire Fighting Arrangements Annex-A Annex-B Annex-C
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ABBREVIATIONS
ADP : Annual Development Plan ATO : Assistant Tehsil Officer BI : Building Inspector CCB : Citizen Community Board CTS : Complaint Tracking System CO : Chief Officer DCR : District Census Report FMS : Financial Management System GIS : Geographic Information Systems ID : Institutional Development NGO : Non-Governmental Organization O&M : Operation & Maintenance OHR : Overhead Reservoir PHED : Public Health Engineering Department PLGO : Punjab Local Government Ordinance PMDFC : Punjab Municipal Development Fund Company PMS : Planning Management System PMSIP : Punjab Municipal Services Improvement Project ROW : Right of Way TMA : Tehsil Municipal Administration TMO : Tehsil Municipal Officer TOs : Tehsil Officers TO (F) : Tehsil Officer Finance TO (P&C) : Tehsil Officer Planning & Co-ordination TO (I&S) : Tehsil Officer Infrastructure and Services TO (R) : Tehsil Officer Regulation UC : Union Council WB : World Bank
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LIST OF FIGURES
Figure 1.1: Flow chart for Planning Process Figure 3.1: Base Map Figure 3.2: Land Use Map Figure 3.3: Density Map Figure 4.1: Road Network Figure 4.2: Water Supply Map Figure 4.3: Sewerage Network Figure 4.4: Solid Waste Collection Map Figure 7.1: Density Map Figure 7.2: Proposal Map Figure 7.3: Structure Map
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LIST OF TABLES
Table 2.1 Detail of Tehsils Table 2.2: Population Forecast (2010-2030) Table 2.3: Incremental Population (2010-2030) Table 3.1: Detail of Posts in the Planning Office Table 3.2: Public Buildings Table 3.3: Detail of building Plans Table 4.1: Tube Wells Information Table 4.2: Water Storage Information Table 4.3 : Water Rate Collection Table 4.4: TMA SWM Machinery Table 4.5: TMA SWM Staff Table 4.6: Detail of Existing Manpower for fire fighting Table 4.7: Establishment in Gardening Section Table 5.1: Prioritized List of Sub-Projects Table 7.1: Population Projections Table 7.2: Land Requirements for Future Urban Expansion
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CHAPTER 1 INTRODUCTION
1.1 Background
Planning is a part of Punjab‟s local government system with the planning responsibilities of TMAs, set out in PLGO. Under the devolved system, the newly created office of TO (P) has the following functions; (i) develop plans; (ii) develop and apply building controls; (iii) manage CCBs; (iv) implement commercialization rules; (v) operate Punjab Housing Development Schemes; (vi) develop site development schemes. In addition, the PLGO identifies the preparation of spatial plans (Article 54 (a)), development plans (Article 54 (c)) and budget plans, long term and Annual Development Programs (Article 54(j)) as key functions of the TMAs. Unfortunately, in majority of TMAs TO (P)) office has not been able to perform as envisioned in the PLGO. Some of the reasons are inadequate staff and lack of up-to- date maps, equipment, management/ regulation/ and enforcement mechanisms. As a result, development works are taking place in a piecemeal manner and lack integrated and coordinated approach.
1.2 Punjab Municipal Service Improvement Project (PMSIP)
Under these circumstances the Government of Punjab launched Punjab Municipal Service Improvement Project (PMSIP) through Punjab Municipal Development Fund Company (PMDFC) .The project aims at the institutional development of TMAs through improving systems directly related to their functions and through investments in service delivery.
1.2.1 Key Features of PMSIP
The project has two distinct components; Infrastructure Development and Institutional Development (ID):
Infrastructure development: The project funds the infrastructure schemes after the identification of most pressing development issues of the respective town.
Institutional Development: To improve the municipal service delivery, a number of interventions have been introduced such as establishment of systems like (PMS, CTS, CFMS), provision of trainings to TMA staff and development of GIS based municipal and Urban Planning Maps
1.3 PMSIP Planning
Under PMSIP planning, rapid appraisal of municipal services is undertaken to identify service delivery gaps on the basis of technical analysis. The main function of PMSIP Planning is the involvement of stakeholders to make the planning exercise meaningful and demand driven.
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Outcome of this exercise is a municipal service data base, improved GIS based maps and a list of development projects, ensured by stakeholders that may be funded by PMSIP and other funding sources.
1.3.1 Limitations of PMSIP Planning
As every project addresses specific issues, PMSIP has been launched with some limitations as follows:
The PMSIP development grants fund for municipal services only. PMSIP planning exercise is undertaken for CO Units starting from CO Unit HQ, i.e. urban area. The prioritized list that is developed is restricted to the UCs falling in CO Units.
It is assumed that experience gained in the urban areas would be replicated in the entire tehsil by the TMA staff who has gained experience and training during the planning process, whose details are as follows.
1.4 The Planning Process
The adopted Planning process incorporates an overall strategy for highlighting the development options and the community‟s agreed outputs. These outputs form the basis of spatial plan. It is a more inclusive approach aiming to ensure best use of land by weighing up competing demands.
The plan devised is an ongoing process for the sustainable development. To achieve such development a spatial plan has been developed. It addresses municipal development issues and infrastructure needs in a systematic way. The plan therefore emphasizes on engagement with the stakeholders and other organizations, the management and ongoing funding programs. This leads to identify community‟s preferences for development process.
Following steps were adopted for the planning process:
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TMA Orientation
Institutional Arrangements Visioning
Secondary Data Collection
Up-dating Base Map Infrastructure Surveys TMA Institutional Urban Planning Analysis Surveys
Land Use Surveys Development of Database in GIS
Data Analysis
Identification of Infrastructure
Projects
Prioritization of Projects in Workshop
Structure Plan of Town
Figure 1.1: Flow Chart for Planning Process
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1.4.1 Secondary Data Collection
First, the sources were identified for the previous attempts that were made in Renala for planning. It includes, DCR, online data and PHED services maps.
The study of such documents helped to gather background information about the town, infrastructure coverage and growth. It helped to have an understanding about the development patterns evolved over the years.
The maps from Public Health reflected the water supply and sewerage schemes. Information was also gathered whether the projects had completed their designed life. These plans were again used at the analysis stage and compared with the data collected during the current planning exercise.
1.4.2 Mapping
The first requirement before going to the field was to prepare a base map for the town. For this purpose, the mapping exercise was started in parallel to the secondary data collection. The image was procured for the TMA. It was then processed and a vectorized layer was made. The land marks were put on the base map using the secondary sources i.e. maps obtained from PHED. The land marks included the important roads, water features, big buildings, factories, graveyards etc.
1.4.3 Field Data Collection
Preliminary Meetings
Once the data collection forms were finalized the planning team initiated the data collection process in the field. First, a meeting was held with the TMA leader ship (Nazim) to discuss the field data collection work plan. At this stage a planning steering committee comprising of TOs, and a working group constituting ATOs and other lower order officials was notified. The duties were assigned and a briefing was given to these officials about their role in data collection.
The planning team discussed the general development issues of the town with the Nazim and notes were recorded.
Infrastructure Data Collection
For infrastructure data collection, the planning team worked very closely with the working group. First the existing service maps available with the TMA were used as a starting point. To update the map the secondary source like information from Public health maps was added. This information was verified by the working group to prepare an updated map for the services.
This missing or additional information was provided by second line officials. For instance, for water supply, plumbers and sub engineers provided first hand information about the system. Where necessary, field visits were made to validate the information.
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Urban Planning
A land use survey was conducted to update the TMA map. The residential areas, commercial, institutional and open spaces and industrial areas were marked on the base map. The team comprised for the survey was TO (P), urban planner from PMDFC and draftsman from TMA.
The Planning office guided about the growth directions of the town and a rudimentary survey was made in this regard. It was observed where the new residences were built and institutions were being developed. These factors determine the future expansion of the town.
In addition to it, the land ownership and land values information was recorded.
1.4.4 Data Analysis
Once the planning team collected the data, all of the forms were arranged in the office. The data was cleaned and integrated. The PMDFC officials contacted the TMA office again if any gaps were found in the collected data. Such additional information was gathered for each sector.
Based on the information collected in the field, descriptive maps for all the municipal sectors like water supply, sewerage, solid waste and land use were developed. The analysis report was produced by the planning team by using these maps. This report was again sent to the engineers for further updation and review and hence a final draft was made.
1.4.5 The Visioning Workshop
The planning process stems from the Nazim and other stakeholders vision of the town which is further translated into the tangible and concrete targets. The salient feature of this step is the visioning and prioritization workshop. Participants of the workshop were the Nazim and Naib Nazim, senior TMA officials, including the TMO, all the TOs and staff members , councilors, local representatives of provincial departments, representatives of NGOs operating in the town, representatives of civic groups such as the trade bodies. A comprehensive presentation was given to all of the stakeholders about the fabric of the municipal infrastructure in the town. They all shared their views about the future development options and investment decisions of their town. Once the vision was agreed upon and the objectives were established, a rigorous session was organized for the selection of the priority sectors.
At the end of the workshop the statement of agreed vision, objectives and priorities was summarized in written draft and circulated among all the stakeholders.
The planning exercise was to be reviewed in order to assess the implications of the whole process in year-1 TMAs. Therefore, it was important to get back to these TMAs. For this purpose an interim appraisal was made by WB in November 2009. The details are as follows:
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1.4.6 Interim Appraisal by the World Bank
Two day Consultative Workshop was held as a schedule arrangement during World Bank Implementation Support Mission in November 2009. The World Bank mission was to make interim appraisal of the PMSIP activities undertaken inYear-1 TMAs.
In addition, it provided a forum for Tehsil Officers Planning TO (P) s, the World Bank and PMDFC to share common approach to improve capacity building efforts for the planning office of the partner TMAs.
1.4.7 One day Planning Refresher Workshop for Year - I TMAs
A refresher workshop was conducted on April 9, 2009 to develop a close liaison between PMDFC and TMAs. TO(P)s from partner TMAs attended the workshop. Presentations were designed to give a snapshot of the planning exercise. The main objectives of the workshop were;
To review the existing planning process To initiate the process of up-dating of the planning reports and maps To share the maps and reports prepared by PMDFC with partner TMAs
In addition to it, information was also collected regarding the interventions, their viability and suggested improvements.
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CHAPTER 2 TMA PROFILE
2.1 DISTRICT PROFILE
2.1.1 History
The district Okara derived its name from a tree known as “OKAAN” which was standing on the embankment of a water-tank, being maintained by a person known as “RANA”. Prior to colonization, that was the only place for rest and drinking water in a barren tract.
2.1.2 Location
The Okara district is composed of three tehsils: Okara, Renala Khurd and Depalpur. Birth of Okara as district was in July, 1982. Okara the District Headquarter is about 127 kilometers to the south-west of Lahore, on the National Highway, and on the main Lahore-Karachi Railway Line. Okara district is bounded by district Faisalabad and Sheikhupura on the north-west where river Ravi forms the natural boundary for the whole length of Okara district, which is about 40 kilometres. On the north-east lies the district of Kasur, on the south is located the district of Ferozepur (India). On the south is the district of Bahawalnagar and south-west is Pakpattan district and the boundary of Sahiwal district on the west. On the south runs the river Satluj with some area of Tehsil Depalpur across the river along with Indo-Pak border.
2.1.3 Area/Demography
The total area of the district Okara is 4,377 square kilometres with a population of 2,232,992 as per DCR 1998. It comprises three tehsils namely Depalpur, Okara and Renala Khurd.
The demographic details of the district are as:
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Table 2.1: Detail of Tehsils
1981- Population 1998 98 Avg. Area Population Tehsil Population Avg. annual (sq.km.) Both Sex Urban 1981 Male Female density/sq. HH growth sexes ratio proportion km. size rate (%) Okara 4,377 2,232,992 1,167,481 1,065,511 109.6 510.2 23.0 6.5 1,487,261 2.42 District Depalpur 2,502 1,030,836 536,516 494,320 108.5 412.0 20.3 6.2 668,673 2.58
Okara 1,241 862,364 456,281 406,083 112.4 694.9 31.6 6.8 578,263 2.38 Renala 634 339,792 174,684 165,108 105.8 535.9 9.5 7.0 240,325 2.06 Khurd
Source: District Census Report 1998, Population Census Organization, Statistics Division, Government of Pakistan, Islamabad.
2.2 TMA/TOWN PROFILE- RENALA KHURD
2.2.1 Location
Renala Khurd tehsil is about 117 kilometers from Lahore and 10 km from the district capital Okara city towards south-west of Lahore, on the National Highway, and on the main Lahore-Karachi Railway Line. Renala Khurd is bounded by district Faisalabad and Sheikhupura on the north-west where river Ravi forms the natural boundary. On the north-east lies the district of Kasur, on the south is located the district of Ferozepur (India). On the south is the district of Bahawalnagar and south- west is Pakpattan district and the boundary of Sahiwal district on the west. On the south runs the river Satluj with some area of Tehsil Depalpur across the river along with Indo-Pak border.
2.2.2 Area/Demography
Renala Khurd Tehsil spreads over an area of 634 square kilometres with a population of 339,792 (as per DCR 1998).
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The detail of CO Unit is as:
Table 2.2: Detail of CO UNITs
1981-98 Avg. Population 1998 Population annual Avg. HH CO Unit 1981 growth rate size
Both sexes Male Female (%)
Renala 32,337 16,616 15,721 18,287 3.41 7.1 Khurd
Source: District Census Report 1998, Population Census Organization, Statistics Division, Government of Pakistan, Islamabad.
The city population was 32,227 persons as per 1998 Census with a growth rate of 3.41 percent per annum. The population for year 2008 was 43,339 persons, which is expected to grow up to 82,164 persons up to year 2028. Population of Renala Khurd has been projected over the next 20 years using the following formula: n Pn = Po (1+r/100) Where Pn = Population of the desired year, Po = Population of the base year, r = Population Growth Rate, n = Number of years.
Table 2.3: Population Forecasts (2010-2030)
Projected Population for the Year: 2010-2030 2010 2015 2020 2025 2030 48,356 57,182 67,620 79,963 94,559
Table 2.4: Incremental Population
Incremental Population Population 1998 2010-2015 2015-2020 2020-2025 2025-2030
32,337 8826 10438 12343
Note: The population projection is based on the growth rate identified during the period of 1981-1998.
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CHAPTER 3 URBAN PLANNING
Urban planning under TMA has a crucial role in guiding the present and future growth of the town. The Planning office is responsible to produce spatial plans and exercise development control for change of land uses in the town. Further it maintains a comprehensive data base and information system on TMA and is responsible to execute and manage development plans for infrastructure projects. For the entire development of the Tehsil it is mandatory to produce different maps like base map, land use map, zoning map, etc. The planning office is responsible to prepare Annual development plans and long term plans. These plans are made under the direction of Tehsil Nazim.
3.1 Situation before Planning Exercise
At the start of planning exercise, the available information with the TMAs was very limited, out dated and rudimentary. The maps were either quite old, or were not present at all. Most of the mapping was done by hand drawings. The TO(P) office main function of development control was severely hampered due to lack of information such as updated maps.
The one of the basic objective of PMSIP exercise was to build the capacity of TO(P) Office. For this purpose availability of updated maps was kept on top priority. Satellite images were obtained and developed with the help of GIS technologies. All important information regarding urban planning and infrastructure situation was put on the maps.
3.2 Mapping by PMDFC
At present, with the completion of planning exercise in Renal Khurd a number of maps have been prepared and handed over to the TO (P) office. It included land use, density, growth direction, water supply, sewerage, solid waste management, roads and street light maps. Moreover, for analysis purposes various maps are prepared further. e.g. density maps, service coverage maps etc. These maps are helpful in making recommendations for improved services in the town.
In further as capacity of TMA would be enhanced the soft copies will be handed over so that they could develop/improve their own maps. These maps would also be prepared in Auto Cad.
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3.3 TO (P) Office
The following Table compares the available posts and the filled posts in the office of TO (P). Table 3.1: Detail of Posts in the Planning Office
Sr. Post Available posts Filled Posts No. 1 TO(P) 1 Additional charge(TO I& S) 2 Sub-Engg. 1 1 3 Land Officer 1 1 4 Draftsman 1 - 5 Building Inspector 2 1 6 Building clerk 1 - 7 Patwari 1 1 8 Head clerk 1 - 9 Tracer 1 1 10 Naib Qasid 2 - Source: Agency record
TO(P) is from I&S department. Field staff can‟t cover the entire areas of their jurisdiction. Property records are not maintained in an orderly manner and no analysis is made from the existing data. Building inspectors daily visit the city to ascertain the changes in land uses and if a change is found a notice is issued. Demolition is mostly done for dangerous buildings after approval from authorities.
3.4 Existing Land Use Characteristics
Residential
Residential area of the town can be divided in to two broad types. First, old residential areas, located between Lower-Bari-Doab Canal and Minor in the North side of the town. It comprises of Koocha Farooq, Lodhi street, Koocha Kamal, Koocha Husnain,Qaim din Street, Basti Rao Sahib, Koocha Razvi, Kooch Bilal, Barkat Street, Ghalla Mandi and Koocha Anwar Pasha. Second, the new settlements, located between minor and Byepass in southern direction and consisting of Gulshan-e-Anwar town, Zaman Town, Gulshan Town, Masood Town, Housing Scheme, Azam Town, Rehman Town. Large chunks of cultivated land are being converted in to smaller urban settlements. The over all housing condition of the town is fair however in the old part of the town and in Kachi abadis houses are shabby and of inferior quality. On the other hand posh areas of the town are Gulshan-e-Mustafa, Gulshan-e-Ishaq Town, Moshsin Town, Govt Housing Scheme, Rubina Town.
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Commercial
Commercial activity of the town is concentrated along the the major roads.Most of the Commercial area is in the center of the town jumbled with the residential and administartive buildings especialy around TMA and Kalma Chowk and outspread along the GT road,Shergarh Road, Welcoma and Chuchak Road.Some commercial shops are also located on Katcheri Road and in the Housing Scheme.These shops are satisfying the needs of local population.Some of the major commercial markets of the town are Thana bazar,Dubbi Bazar,Sadar Bazar,Choori Bazar and Sabzi Mundi.
Industry
Renala Khurd is essentialy an agricultural area,however there is small industry which is now called Military Farms located in the western side of the town. The oldest food company located in the North near underpath is Mitchell‟s Fruit Farms Ltd. It was established in 1933. With the brand name of "MITCHELL‟S" it is the only major food company in Pakistan today with fully integrated operations having its own growing and processing facilities in Renala Khurd. It supplies milk packs for the entire Pakistan Army. Renala State Military Farms milk factory is located in Sathghara.
Parks
Renala Khurd is environmentaly healthy town,surrounded by vast tracts of argricultral land.However with the growth of population and increase in the urban transport the major chowks of the town are crowded and covered with smoke and dust.Therefore the need for planned open spaces in the length and breadth of the town is needed.Presentaly there are three mentionable parks with in the town. One is the Town Park located between the canals and adjacent to the hydel power plant in the North of town.its condition is good and is being maintained by the TMA.Other is located near kachehri Road and third in Housing scheme in the south.This is being maintained privately.
Miscellaneous
Renala Hydral Power Station is one of known feature in the town.It is situated on Canal Loar-Bari-Doo-Aab and established in 1925 by Sir Ganga Ram (1851–1927), a civil engineer and leading philanthropist of his time. In 1873, he leased a barren,unirrigated tract of land of about 50,000 acres (200 km²) from government and in three years converted it into lush green fields, watered by hydroelectric plant which traversed through thousand miles of irrigation channels.
The town cater for the needs of approximately 50000 population. It provides various civic functions for its inhabitants. Some of the important public buildings are listed below which address various needs of population .
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Table 3.2: Public Buildings
S/No Public building Location 1 Stadium On south side on Sheer Gar Road
2 Girls Higher Secondary School In the south of the town
3 Govt Boys Model High School It is on the western side of the town
4 Convent Hospital On the western side of the town
5 TMA Office In the centre of town near TMA Chowk
6 Police Station In the centre of town near TMA Office
7 Govt. Girls High School In the centre of town near Chuchak
Road
8 Grid Station In the centre of the town near lower Baridoab
9 Tehsil katchehry In the south west near Family Park
10 Hospital On southern side near Azam Town
11 Divisional Public School North side near lower Bari Doab
Canal
12 UC Office 101 In the centre near kalma Chowk
There are four graveyards in the town.The biggest of them is on the Shergarh Road in the south of town.Remaining smaller grave yards are located along minor and the one in the south of the Masood Town.
3.5 Building control
For building control activities residents submit requests with a plan and other requisite documents. Building inspector visits the site and checks if the plan is according to the site/ location. Building by-laws have been developed but not notified. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, TMA, but it rarely occurs. All the records are manually maintained.
Table 3.3: Detail of building Plans
Sr.# Year Domestic Domestic Commercial Commercial Total Plans Plans Plans Plans Revenue Submitted Approved Submitted Approved (Rs)
1 2007-08 55 33 34 21 485,285 2. 2006-07 90 51 34 09 231,129 3. 2005-06 69 47 47 24 333,823
The above table shows that in years 2006-07 almost half of the percent of residential plans were approved. This percentage was higher in 2005-06 where 90% of the plans got approved from the planning office. The approval for commercial plans was very low as compared to residential plans in 2006-07.But in 2007-08 21 plans were approved out of the 34 submitted plans
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BASE MAP WALI C OLON Y RENALA KHURD S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD LA RA SIB TO WN O R R E USM AN TOWN Y N A LW W E A AI L R A RAH EE M TOW N
C H S U C HAM EED TOW N H A CAN AL C OLON Y K ROB IN A TOW N ZA MAN TOW N
R JALIL TOWN O ALVI TOWN A Railway D Station RIA Z TOW N GHA REE B AB AD SAJJ AD TO WN
TMA AFZA L TOW N ALI TOWN KOOC H A FAR OOQ GULSH AN -E-A NW AR TOWN CAN AL V IEW KOOC H A K AM AL BAS TI BA BA LAL SH AH ALEEM TO WN KOOC H A B ILAL l RAS HE ED TOW N na BAS TI PETRO L PUM P Ca D B Kalma L S #Y S Chowk TAY YEB TOWN PA ER GULSH AN -E-I SHA Q ND TOWN U BAS TI RA O SAH IB
GULZAR -E -M US TA FA TOW N
K
A
T MAS OOD TOW N
C
H LEGEND RAI TO WN E 20/2 -L
H ANW AR SH AH EED N R A COLON Y D Cho wk LT Y A #Y U O M R R O O T MU SLIM TOW N S Railw ay Line A S
D A P AZAM TOW N Y HOU SIN G S CH EM E Roa d B ou nda ry B MAD IN A TOW N Can al REH M AN TO WN S H E Minor R G SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 3.1: Base Map
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3.6 Katchi Abadis
There are three kachi abadis in the town; namely, Anwar Shaheed (approximately 1000 units) located in south, Basti Lal Shah (approximately 400 units) located along the railway track in the center of town, and Canal Colony (approximately 100 units) located in north , the ownership rights are given to the residents of Anwar Shaheed and Canal Colony .TMA has also provided the sewerage and water supply to some parts of these abadis. However the residents of the Basti Baba Lal Shah have the status of squatters. They are facing a serious problem of sewerage and drainage. Large ponds of effluent water is breeding ground for germs and contaminating the water table underneath.
3.7 Growth Directions
The new settlements are spreading in the Southern and Northern direction. However, new settlements and schemes are mushrooming more on the South as compared to the North. One of the reasons for the Southward growth is development of the bypass road. The branch roads like Shergarh road are providing an access from the Bypass to the new settlements like Shukatabad in south. Lesser urban growth towards East and west of the town is due to the presence of existing villages and government land holdings respectively. Following are villages adjacent to the town:
Renala Kalan located 1.9 km away at the western edge of Renala Khurd. Hargobindpur (0.8 km) and Raunaqabad (1.0 km) : located on the north side of Renala Khurd. Chak Twenty A Two L (0.6 km) :Located On the eastern edge of Renala Khurd. Chak Twenty-One-Two L (1.7 km), Kot Walia (1.2 km) and Chak Twenty-One L (0.9 km) Located on the south end of Renala Khurd.
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LANDUSE MAP WALI C OLON Y RENALA KHURD S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD R LA RA SIB TO WN O E R N USM AN TOWN AY W A IL W E L A A R RAH EE M TOW N C H S U C H HAM EED TOW N A CAN AL C OLON Y K ROB IN A TOW N R ZA MAN TOW N JALIL TOWN O ALVI TOWN A Railway D Station RIA Z TOW N Minor GHA REE B AB AD SAJJ AD TO WN
TMA AFZA L TOW N ALI TOWN KOOC H A FAR OOQ AH GULSH AN -E-A NW AR TOWN S H L LA CAN AL V IEW KOOC H A K AM AL A AB I B ALEEM TO WN S T BA RAS HE ED TOW N LEGEND l KOOC H A B ILAL na BAS TI PETRO L PUM P Ca D B Kalma #Y Chowk L S #Y AS Chowk TAY YEB TOWN RP GULSH AN -E-I SHA Q Railway Line E TOWN ND U BAS TI RA O SAH IB Comm ercial
GULZAR -E -M US TA FA Institutions TOW N
Park/Playground
K
A MAS OOD TOW N Edu. Institute
T
C
RAI TO WN H 20H/2o-Lspital ANW AR SH AH EED E AN COLON Y H LT R Industry
U Y M
D
O R T MU SLIM TOW N A Graveyard
O O
A R Katchi Bastis AZAM TOW N D S S HOU SIN G S CH EM E A Road Boundary MAD IN A TOW N P Y B Canal REH M AN TO WN S H E Minor R G SHA UK AT A BAD A Residential R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 3.2: Land Use Map
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3.8 Density
The density map shows three distinct densities in Renala Khurd. The densely populated areas are those along the railway track and in the centre of the town. These areas are enclosed on one side by the track and on the other side by a canal. Here all of the activities take place like institutional, residential, commercial etc.
The area with relatively less density is towards the south of the town. Here new residential areas have been developed. This area has parks and planned roads.
The area with least density is south east of the town. Most of the land is used for cultivation and very few residential areas have been developed.
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Figure 3.3: Density Map
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CHAPTER 4 STATUS OF MUNICIPAL INFRASTRUCTURE
4.1 Road Network
Renala Khurd town lies on the main N-5 (Lahore Multan section) Road. Due to urbanization the town is expanding resulting in congestion and increased traffic on roads. The urbanization has resulted in increased commercial activity which in turn gives rise to heavy traffic on roads.
From the road hierarchy map it is clear that By-Pass (national highway) road has diverted the N-5 traffic from town. Previously, the heavy traffic used to cross the town by LMQ/GT road. LMQ/GT road off shoots By-Pass road and runs across the railway track, crosses the Kalma Chowk and finally meets the N-5 section of National Highway. Therefore this road serves as the two main entrance points to the town. Chuchak road is provincial highway road that goes north from the TMA chowk. Sher Garh road is another provincial highway that runs south of the town from Kalma Chowk. Therefore, Kalma chowk is the epicenter of the town in term of road network and traffic flow. There is an under pass under railway track near Mitchel‟s Fruit Farm that was built by the railway department under MNA grant. As Renala Khurd is not a planned town therefore, roads are haphazardly laid without taking care of planning requirements. Details of TMA roads are given in Annex-A.
4.1.1 Road Condition
According to TMA road condition map Exchange road, Main road Housing Colony and Hospital road are in bad shape. Further, Hospital road and Main road Housing Scheme have small right of ways and therefore, Exchange road is the only TMA road that needs immediate attention. It connects hospital and streets in Anwar Shaheed road. Surface is totally damaged and is uneven. There are 11 electric poles that may need to be displaced if its extension is required.
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ROAD HIERARCHY MAP
WALI C OLON Y RENALA KHURD
S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD R LA RA SIB TO WN O E R N USM AN TOWN AY W A IL W E L A A R RAH EE M TOW N C H S U C H HAM EED TOW N A CAN AL C OLON Y K ROB IN A TOW N R ZA MAN TOW N JALIL TOWN O ALVI TOWN A Railway D # Minor # Station RIA Z TOW N # # GHA REE B AB AD SAJJ AD TO WN # # # T#MA # # # # # AFZA L TOW N # # # ALI TOWN KOOC H A #FAR OOQ # # AH GULSH AN -E-A NW AR TOWN # # H # # S # # AL CAN AL V IEW # L KOO#C H#A K AM AL BA # # A ALEEM TO WN # # # I B # # # S T # # # # # A # KOOC H A# B ILAL # # B # RAS HE ED TOW N l # # # # a # # # # BAS TI PETRO L PUM P n # # # # Ca # # # # # # # D # # # B # # # Kalma L # # # # S # #Y# # S # # Chow#k #TAY YEB TOWN LEGEND A # # # P GULS#H AN -E-I SHA Q # # R # # E # TOWN ND U BAS TI RA O SAH IB #Y C how k
GULZAR -E -M US TA FA R ailw a y L ine TOW N # Tr affic C on gestio n
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T Roa d H iera rch y
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RAI TO WN H N H A 20/2 -L ANW AR SH AH EED E AN COLON Y H Pro vincia l H igh w ay LT R
U Y M R ailw a y U n der pass D
O R T MU SLIM TOW N A
O O TM A M ain R oad s A R
AZAM TOW N D S S TM A Se cond ary R oa ds HOU SIN G S CH EM E A MAD IN A TOW N P Y R oad B ou nd ary B REH M AN TO WN S H C ana l E R G M ino r SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 4.1: Road Hierarchy Map
DRAFT
4.1.2 Traffic Congestion
The road system is congested, especially in the central town. The road congestion map shows situation. Present bus stand is at the entrance of the town at Gujranwala Road and is a constant source of temporary traffic congestion. Another major blockage is the railway crossing north of Kalma Chowk on Phatak Bazar. Traffic is jammed at rush hours at this junction. Sadar Bazar – main bazaar of town near TMA office is encroached most of the time. Various causes of congestion in Renala Khurd are:
Non-functional of bus stand Signaling is not present Railway crossing in the town Haphazard parking, street hawkers and shops combine to obstruct traffic and underutilize right-of-way. Lack of pedestrian facilities Poor enforcement
4.1.3 Parking
There are no proper off-street parking lots in the town. This forces vehicle owners to park on the roads, streets and bazaars. As a result, disorganized and chaotic pattern of parking occurs and reduces road capacity.
4.1.4 Street Network
Situation of streets in major colonies is as follows. Eighty percent of Anwar Shaheed colony has streets that have PCC surface where as rest have brick pavement. Condition of these streets is good. Most of the streets in Housing colony have soling and are in fair condition. Basti Petrol Pump has mostly streets with brick surface with fair condition. In Khizer town 30 percent are mettled, 30 percent PCC and rest have brick surface. Basti Rahim Shah has mostly brick surface and the condition is not good. Last year 1800 feet of brick pavement was laid by the TMA in Lahrasap town and another 1000 feet was laid in Aleem town.
4.1.5 Needs
Proper functional Bus Stand with regulation to park buses only in specified parking areas. Area designated for a parking lot near Sadar Bazar. Area for vendor carts Provision of foot paths in main roads in the town. Construction of Exchange road and Main Road Housing Colony. Street light staff should be equipped with ladders and other tools.
4.2 Street Lights
The street light map shows that most of the highway roads in the town have street lights except, GT road east of Kalma Chowk. Main TMA roads are also well lit.
DRAFT
Colonies that are fully served include: Anwar Shahee Colony, Basti Rao Sahib, Usman Town and old part of town north of the railway track. Mohallas that are partially covered include Gulzar-e-Mustafa town, Basti Rahim Shah, Lahrasap Town and part of Housing Scheme.
From street light map it is evident that Renala has fairly well street light network as per as capacity of the TMA. TMA has only one electrician and a helper to manage the network. Worse, the staff doesn‟t have the requisite tools and machinery to run the network.
Contingency Expenditure – Street Light Section
Actual 2005-06 Revised 2006-07 Budgeted 2007-08 1,190,522 1,975,000 2,300,000
4.3 Water Supply
4.3.1 Service Area
Approximately 70 % of the entire town is served with water supply system whereas rest of the area is without it and people have their own sources of water mostly hand pumps / power pumps.
4.3.2 Drinking Water Sources
The shallow sub soil water of Renala Khurd town is brackish and unfit for human consumption. However the water at deeper depth is good quality. Present source of water supply system in the town is canal shallow T/wells installed at the bank of LBD canal near town coupled with deep T/wells installed (at depth of 240ft to 280ft) in the town. Water table is at 60-65 feet but is receding to deeper depths as is evident in the boring of new tube wells. Most of the town is dependent on TMA water sources. Tube Well at Minor
4.3.3 Consumer Connections
The total number of house holds in Renala Khurd town is approximately 7,000 and the total number of consumer connection is 1600. Installation of house service connections is usually performed by plumbers of TMA. No proper billing and collection system of consumers charges is available. No bills are issued and people either pay at TMA office each year or TMA staff collects from households. As per TMA staff consumers usually pay their dues. Present domestic tariff is Rs 50 per month and was revised in year 2004. Very few commercial connections exist.
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WATER SUPPLY MAP WALI C OLON Y RENALA KHURD S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB TW-5 N AD LA RA SIB TO WN O R R E USM AN TOWN Y N A LW W E A AI
L '
' R
A 0 RAH EE M TOW N 1 C H S
U ' 0'' ' C 1 4 HAM EED TOW N TW-4 '' H 4 A 4'' CAN AL C OLON Y K ROB IN A TOW N ZA MAN TOW N R 0'' 1 '' JALIL TOWN O 8 ALVI TOWN Railway Minor 4 A ' ' D Station RIA Z TOW N GHA REE B AB AD SAJJ AD TO WN
TMA '
' AFZA L TOW N ALI TOWN
6 KOOC H A FAR OOQ H '' HA 8 GULSH AN -E-A NW AR TOWN ' S ' 6' L ' LA 0 CAN AL V IEW KOOC H A K AM AL A ' 1 B 4'
A ' TW-7 I B ' ALEEM TO WN
T 8 KOOC H A B ILAL OH R-1 AS B '' RAS HE ED TOW N
l 4 ' na BAS TI PETRO L PUM P ' a 1 6 C 0 '' TW-6 10'' D ' 6 OH R-3 B ' Kalma L S #Y AS Chowk TAY YEB TOWN 6'' P GULSH AN -E-I SHA Q 6'' R 0'' E 1 TOWN 3'' D 6 ' ' N ' '' ' ' 4 4 BAS TI RA O SAH IB U 6'
GULZAR -E -M US TA FA TOW N
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' LEGEND
'
6'' 4 Non-Operational MAS OOD TOW N
K Tub ewell A C how k D istr ibu ti on L ine s
T #Y RAI TO WN TW-1 20/2 -L ANW AR SH AH EED C 6'' OH R-2 N H ' R ailw a y L ine A ' COLON Y E W ater Ana lysis T 6 TW-2
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4 D C ontam ina te d O 4 A W ater R esource s
T Y MU SLIM TOW N 6 O
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R Low Pr essur e R OH R AZAM TOW N O S
A S Low Pr essur e & C o ntam in ated HOU SIN G S CH EM E A TU B EW E LL
D MAD IN A TOW N P Y R oad B ou nd ary B W ater Sup ply L in es REH M AN TO WN S C ana l H Tr an sm ission M a ins E R M ain L ine s M ino r G SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 4.2: Water Supply Map
DRAFT
4.3.4 Water Distribution Network
Nearly 70 % of the Renala Khurd Town is covered by water supply whereas the rest of the population is constrained to drink shallow brackish water through privately installed hand pumps/power pumps. The quality of water from the shallow source is not so good and is mostly contaminated. Therefore, situation necessitates expansion of distribution network to those areas which are without piped water supply. Water born diseases have been indicated in the town.
Distribution System
A net work of AC/PVC/CI pipe lines with sizes ranging from 3” to 12” in diameter exists in the town. In older parts of town CI pipe is laid and is a source of leakage and contamination. TMA is replacing old CI pipe with PVC pipes wherever required. Low pressure and contaminated areas are shown in water supply system map.
Tube wells
To feed the present water supply system, there are 8 tube wells out of which 7 tube wells are operational and working 10 hours/day. Existing Situation of tube wells is summarized in the table given below.
Table 4.1: Tube Wells Information
Design Depth Year of Sr. Source Location Discharge Remarks (ft) Installation (Cusec) Katchari 150 0.5 1990 Housing Scheme 150 0.5 1990 Near bridge of Shallow 1 Anwar Shaheed 150 1 2007 Tube wells Colony Yet to be Canal Colony 125 0.25 2007 connected Lehrasap Town 280 1 1985 Galla Mandi 300 1 1987 Deep Tube Non-operational 2 Wells in Anwar Colony 240 0.5 1978 due to sand Town blowing Micthell‟s Fruit 280 1 1986 Farm
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Water Storage
There are three Overhead Water Reservoirs whose detail are given below:
Table 4.2: Water Storage Information
Year of Type Capacity Sr. Location / Water constructi RCC/ Brick (gallons ) Status Remarks No. Works on Masonry
Brick Needs major 1 Ghalla mandi 20000 1958 Operational masonry repairs 2 Anwar shaheed R.C.C 10000 1990 Operational colony (ketchri) 3 Needs minor Khazar town R.C.C 50000 1986 Non Operational repairs Source: TMA record
Present Production Capacity Based on designed discharge Present Population of the town: 43,339 Persons with 10 hours with 16 hours Designed Discharge Present Working pumping,present pumping,possible sr. T/Well Location (cusec) Hours production/day production/day (gallon) (gallon) 1 Katchari 0.5 10 112,500 180,000 2 Housing Scheme 0.5 10 112,500 180,000 3 Near bridge Anwar 1 10 225,000 360,000 4 CanalShaheed Colony Colony 0.25 10 56,250 90,000 5 Lehrasap Town 1 10 225,000 360,000 6 Galla mandi 1 10 225,000 360,000 7 Mitchell's Fruit 1 10 225,000 360,000 Farms 1,181,250 2,070,000
Estimated Present Per Capita water production: 27 GPCD Possible Per capita water production with 16 hours pumping 48 GPCD Per capita demand as per PHED criteria: 40 GPCD
Above analysis shows that if present tube well run for 16 hours per day there should be no shortage of water in the town and if it happens then either actual discharge of tube wells has been reduced.
Chlorination
No chlorination is done by TMA staff. During the summer / rainy days bleaching powder solution is added in over Head Reservoir which does not serve the entire system as most of the area is served by direct pumping from tube well
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4.3.5 Un-Served Areas
Most of the newly developed areas around By-Pass road and areas such as Basti Rahim Shah are partially served.
Establishment deployed
Pump operators = 16 Nos. Plumbers = 1 Nos. Foreman = 1 Nos. Total = 18 Nos.
Contingency Expenditure – Water Supply Section
Actual 2005-06 Revised 2006-07 Budgeted 2007-08 7,137,497 8,200,000 8,500,000
Table 4.3 : Water Rate Collection
Year Amount Recovered % recovery 2005-06 695,482 70 % 2006-07 896,424 90%
2007-08 744,470 75%
Collection rate is satisfactory as compared with other towns of Punjab. Method of collection Cash is collected by the TMA staff from door to door or the bills is paid by the consumers in Office of TMA.
4.3.6 NEEDS
Source
Apparently it seems that there is shortage of water in some portion of the town where as others are un-served. The discharge of present T/Wells needs to be measured and the additional source capacity needs to be worked out for cater for water shortage and un-served areas.
Distribution System:
1. C.I Pipes needs to be replaced 2. Net work needs to be provided in the un-served areas. 3. House connections need to be observed closely and if responsible for contamination, should be replaced. 4. AC or uPVC pipes need to be repaired / replaced to stop leaking. 5. OHRs need to be put in operation.
DRAFT
WATER SUPPLY PROJECT BY PMDFC
PMDFC has initiated “Extension and Improvement of Water Supply scheme for Renala Khurd city”.
The design horizon of the Project is up to year 2030. Tube wells and Machinery are to be designed for period up to year 2020 while, Transmission main and Distribution network for year 2030.
The project area consists of 1100 acres of city. Present water supply system only covers approx 50 % of the project area. The population of remaining 50% of un- served areas is facing acute water supply problems. The present water demand (2010) of the city is 2.7 mgd (max day demand) while the present source capacity is 1.1 mgd (4 Nos. Tubewells).
To overcome the shortfall additional 7 Nos. tube wells (16 hour working) of capacity (01) cusec each are proposed for the year 2020, and 10 Nos. are required for year 2030. Transmission main have been proposed to convey water from Tubewell well fields to the proposed and existing overhead tank (OHT) at different part of the city. Capacity of proposed OHT is 100,000 gallons.
As per available data/ information existing pipe sizes ranging from 3” to 16“i/d have been used in the distribution systems. Different pipe materials have been used in existing distribution system and transmission mains i-e Cast Iron (CI), Asbestos Cement (AC), PVC and Galvanized iron (GI) pipes.
The proposed analysis of distribution network of the project area has been carried out considering the existing water works, pipe sizes and material of pipes. The output results were critically examined keeping in view its improvement / rehabilitation or replacement of the existing system. Based on the observations and results, a new system has been proposed that can fulfill all water supply requirements such as 24 hour supply of water and adequate pressures at terminal points.
Total capital cost of the water supply scheme has been estimated as Rs.150.1 million. The annual operation and maintenance (O&M) cost of project in the year 2020 is estimated to be Rs. 12.74 million, which includes man power cost, electricity cost and annual maintenance cost.
4.4 Sewerage System
Sewerage network is old and was constructed and commissioned in 1980-81. Sewerage network in the town is of R.C.C pipes sewers of sizes 9” to 24” dia. Town committee at that time added sewers occasionally to connect with this system. Sewer system is mostly choked. Situation has improved a bit last year when TMA didn‟t allowed Michel Farm sewerage to enter town sewerage network. Still, there is a lot of load on the frail, old system.
DRAFT
The system comprises of one disposal work near Housing Scheme with 2 pumping houses. Trunk sewer is in bad condition due to silting. Collecting tank is silted up and almost choked. Screening chamber is also choked. Due to electricity failures the disposal is usually flooded during rainy season. Sullage carrier of size 2‟ x 2‟ channel runs for 700‟ at east side of disposal, where it is dropped in an open drain which ultimately carries water to open fields near By-Pass road. There is an old generator at the disposal site but is not in working condition.
The details of components of the system, trunk sewer and are Pumping michinery are attached at Annex-B
4.4.1 Coverage Area
Topography of Renala Khurd town is flat. Slope of the town is towards south side of the town. Sewerage coverage is 40 % of the town while 30% town is served with open drains and remaining 30 % town is un- served. Un-served areas are listed below:
Madia Town Azam Town Rehman Town Shokatabad Basti Rahim Shah Lahrasap Town Alvi Town Hameed Town Sajjad Town Canal Colony Wali Colony
Areas where flooding occurs are as below: Usman Town Gulshan-e-Ishaq Town Rsheed Town Aleem Town
DRAFT
SEWERAGE MAP WALI C OLON Y RENALA KHURD S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD R LA RA SIB TO WN O E R N USM AN TOWN AY W A IL W E L A A R RAH EE M TOW N C H S U C H HAM EED TOW N A CAN AL C OLON Y K ROB IN A TOW N R ZA MAN TOW N JALIL TOWN O ALVI TOWN A Railway D Station RIA Z TOW N Minor GHA REE B AB AD SAJJ AD TO WN '' 12 TMA AFZA L TOW N ALI TOWN KOOC H A FAR OOQ AH GULSH AN -E-A NW AR TOWN S H L LA CAN AL V IEW KOOC H A K AM AL BA '' BA ALEEM TO WN 15 TI AS l KOOC H A B ILAL B RAS HE ED TOW N na BAS TI PETRO L PUM P Ca D B Kalma L S #Y AS Chowk TAY YEB TOWN P GULSH AN -E-I SHA Q R 1 LEGEND ' E 8 TOWN ' D 2 N '' 1 BAS TI RA O SAH IB U ' ' 5 1 #Y Cho wk GULZAR -E -M US TA FA TOW N ' 15' Railw ay Line
K
A MAS OOD TOW N Disp osal S tatio n
T
2
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4
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' RAI TO WN ' 20/2 -L ANW AR SH AH EED E Main Se wer L in es AN COLON Y H LT R
U Y M Se co nd ary Se wer L in es
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O R T MU SLIM TOW N A
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A R Slud ge Carrier
AZAM TOW N D S S HOU SIN G S CH EM E A MAD IN A TOW N P Roa d B ou nda ry Disp o sal Y St ati on B REH M AN TO WN S Can al H E R G Minor SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 4.3: Sewerage Map
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4.4.2 Needs
There is only one disposal station in south of the town and it needs improvements. Town has grown from when it was developed 28 years back. There is lot of stress on its trunk sewer; especially in monsoon season and flooding. The collecting tank is in bad shape. The disposal needs a back up generator for power failures. TMA stakeholders want to shift it at any suitable site further south of town.
Main trunk sewer has small size (24” -15”-12”dia). Trunk sewer size needs to be increased. Lateral sewers are present in most of the town except Basti Rahim Shah which has open drains and newly developed colonies near By-Pass road and areas north of BRD Canal.
Waste water is disposed of in open spaces near By-Pass road without treatment. This disposal practice has serious impact on the environment of the town. Improvement and extension of sewerage system is seems a real need of the town, and that can be taken over if land is available for waste water treatment.
4.5 Solid Waste Management
After sweeping the streets and roads the sanitary workers carry the solid waste in wheel barrows driven manually and collected at certain collection points. Due to shortage of equipment and manpower TMA Renala Khurd is not capable to serve the entire area of the town. As such some areas have good service delivery level whereas other having lesser attention gets poor service.
The existing system comprises of the following:
Collection; through wheel barrows Transfer through tractor trolleys Disposal in open fields / along the roads.
4.5.1 Collection System
After sweeping the streets and roads the sanitary workers carry the solid waste in wheel barrows driven manually and collect at certain collection points. Presently Renala Khurd Town has 24 skips that are placed all over the town. Sweeping is done manually and no mechanical sweepers are available. Solid waste generation in Renala Khurd is 16 tons per day. The amount of solid waste collected is 4 tons. Detail of secondary collection points is attached at Annex-C.
DRAFT
SOLID WASTE MAP WALI C OLON Y RENALA KHURD S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD LA RA SIB TO WN O R R E USM AN TOWN &\ Y N A LW W E A AI L R A RAH EE M TOW N
C %U H S U C HAM EED TOW N H A &\ &\ CAN AL C OLON Y K ROB IN A TOW N &\ ZA MAN TOW N R JALIL TOWN O ALVI TOWN A Railway D Station RIA Z TOW N Minor GHA REE B AB AD SAJJ AD TO WN
TMA AFZA L TOW N &\ ALI TOWN KOOC H A FAR OOQ&\ AH GULSH AN -E-A NW AR TOWN S H L &\ LA CAN AL V IEW KOOC H A K AM AL A AB ALEEM TO WN I B KOOC H A B ILAL S T A &\ RAS HE ED TOW N l B na BAS TI PETRO L PUM P &\ Ca D B &\ Kalma L S %U #Y S %U Chowk TAY YEB TOWN PA ER GULSH AN -E-I SHA Q LEGEND ND TOWN U BAS TI RA O SAH IB %U &\ GULZAR -E -M US TA FA #Y Cho wk TOW N
K Railw ay Line
A
&\ T MAS OOD TOW N &\ C &\ H &\ Solid W aste Collection RAI TO WN E 20/2 -L
H ANW AR SH AH EED %U W alled Dum ps N R A COLON Y D LT &\ &\ Y A U O M R &\ Con taine r &\ R O O %U T MU SLIM TOW N S A S D &\ A Pe rm an en t Du mp in g P oints &\ P AZAM TOW N Y HOU SIN G S CH EM E &\ B MAD IN A TOW N %U Roa d Bou nda ry &\ &\
REH M AN TO WN S Can al H E R G Minor SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 4.4: Solid Waste Map
DRAFT
4.5.2 Land Fill/Dumping Sites
No proper land fill site is available in or outside of this town. The solid waste is dumped in open spaces wherever available, creating total in-sanitary &
unhygienic conditions. Presently the solid waste is being disposed off at LBDC 5/IRA canal, near telephone exchange and at Sher Garh road.
Area Required for Landfill
An area of 4 acres is required for landfill site for 10 years (2018) & 9 acres for 20 years (2028). Details of solid waste generation, collection and required area for disposal of the waste is presented in the following table.
Volume of Solid Waste Generated and Land Requirement for Sanitary Landfill Daily Collection Total Area Solid Waste Yearly Vol. for Required incluling Per Total Collection Total Total Dumping Year Population Vol. Landfill 10% area for other Capita Waste Efficiency Wt. Vol. Area infrastructure 3 3 3 kg Tons % Tons m m m Acre Acre 2008 43,339 0.400 17.34 80.0 13.87 12 4,218 4,218 0.2 0.25 2009 44,748 0.400 17.90 80.0 14.32 12 4,355 8,574 0.5 0.52 2013 50,855 0.425 21.59 81.6 17.62 15 5,359 28,439 1.6 1.72 2018 59,673 0.457 27.29 83.6 22.82 19 6,940 59,814 3.3 3.61 2023 70,021 0.493 34.50 85.6 29.53 25 8,983 100,433 5.5 6.07 2028 82,164 0.531 43.61 87.6 38.20 32 11,620 152,990 8.4 9.24
4.5.3 Labor and Equipment Maintenance
TMA has presently only eight (8) nos. tractor trolleys. These include 3 tractors and two hydraulic trolleys provided by district govt. recently. Still, newly developed colonies are not served properly. Details are give in table
There are a total of 70 sanctioned posts available in the TMA whereas total staff is 67, out of which 54 are sanitary workers and one sanitary inspector. The staff work in two (2) shifts. From 5 am – 10 am and from 3 pm – 6 pm. Details are given in the table below. Table 4.4: TMA SWM Machinery
Sr. Description Numbers Present Status No. 1 Wheel barrows 30 22 nos. in working order 2 Covered containers 24 Working order 3 Tractor operated 8 Working order trollies (hydraulic)
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Table 4.5: TMA SWM Staff S.No Post Sanctioned Existing Strength Strength 1 Sanitary Inspector 1 1 2 Sanitary Supervisor 1 1 3 Head Jamadar 2 2 4 Tractor Driver 2 2 5 Sanitary Worker 54 54 6 Sewer Man 10 7 Total 70 67
4.6 Fire Fighting
4.6.1 Existing Fire Fighting Arrangements
In Renala Khurd TMA assumes the responsibility of providing the fire fighting system, however the existing system seriously lacks the man power, equipments and structure needed for the effective delivery of service. There is no permanent or temporary structure provided for fire fighting system. Presently, no record is being maintained about the fire incidences with in the town. Discussion with TMO revealed that fire fighting system is serious issue and must be addressed.
TMA has only one fire engine, which is recently purchased, but due to some malfunctioning it is in workshop for maintenance. Water tanker capacity is 5000 liters. There is shortage of vital equipments. After looking through the budget it seems that optimum funds are not available for the purchase of these equipments.
4.6.2 Fire Refill Points
Existing fire refill points are located at Ghalla Mandi and In Housing scheme. These are connected with the tube wells. Both of these points are operational.
Table 4.6: Detail of Existing Manpower for fire fighting
S.No Designation Sanctioned Vacant posts posts 1. Fire Station In - charge/Suptd. 2. Fireman 5 3 3. Driver, Fire brigade 4 3 Source: TMA record
There is no supervisor in Fire station. Only two fireman are present and three (3) posts are vacant that needs to be filled. Likewise, out of four three drivers are not present.
DRAFT
Contingency Expenditure – Fire Fighting Section
2005-06 2006-07 2007-08 278,645 749,000 656,000
4.6.3 Overall situation of Fire Fighting Arrangements & Needs
Above information portrays a disappointing scene of fire fighting system of Renala Khurd. Although the district headquarters fire fighting system is only 20 Km from the town but Renala Khurd fire fighting system should be equipped enough to address the immediate need of the residents if some unfortunate event occurs. This system needs a permanent building, proper equipment and necessary skilled staff.
4.7 Parks
Renal Khurd is environmentally healthy town, surrounded by vast tracts of agricultural land. However with the growth of population and increase in the urban transport the major chowks of the town are crowded and covered with smoke and dust. Therefore, the need for planned open spaces in the length and breadth of the town is needed.
Presently, there are three main parks with in the town.
4.7.1 Municipal Park
Park is located on LBD Canal and adjacent to the hydel power plant. Its area is 6 Acres and being maintained by TMA. Its surface and plantation is good but lightening and fountains needs maintenance. This large park is serving well for the town.
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4.7.2 Children Park
This so called Children Park is just barren ground of 4 kanal where no surfing and plantation is provided. In the evening it looks dark and deserted.
4.7.3 Family Park
Third Park, known as Family Park located in Housing scheme. It very well maintained, containing outdoor children games and canteen. It is well illuminated in the night. The park is being maintained by a private person.
DRAFT
Table 4.7: Establishment in Gardening Section S.No Post Sanctioned Strength Existing Strength 1 Floricultural 1 - Superintendent 2 Assistant Floricultural 1 1 3 Driver 1 1 4 Baildar 23 20 5 Chowkidar 1 1
Contingency Expenditure – Garden Section
2005-06 2006-07 2007-08 46,478 500,000 700,000
4.7.4 Requirements & Needs of the Town
From the landuse map it is evident that Municipal park maintained by TMA is the single large park in the town. Though, it has basic infrastructure, it needs more maintenance to make it aesthetic and appealing to the citizens. East side of the town doesn‟t have any park and a park is needed for citizens living in those areas.
DRAFT
CHAPTER 5 WORKSHOP ON VISIONING AND PRIORITIZATION OF DEVELOPMENT SECTORS
Once the data was analyzed for all the sectors it provided with an understanding of the existing situation. The next step was to develop a vision for the development of the town. This establishes immediate priorities in order to achieve the desired objectives. For this purpose all the stake holders were formally gathered under one umbrella to agree a shared vision about the town.
Presentation given by PMDFC
The following methodology was adopted for the prioritization process.
5.1 Pre-Workshop Consultations
PMDFC held meeting with Tehsil Nazim to discuss and finalize the workshop methodology. The purpose was to develop a common understanding and build consensus about the workshop methodology and the proposed projects. The Tehsil Nazim was requested to invite the participants for workshop and make available suitable venue for it.
PMDFC briefed how the workshop would proceed, including details about formation of groups, inter-sector prioritization.
5.2 Workshop Proceedings
5.2.1 General
The work shop was held on 15th July, 2008 at TMA office. It commenced at 12:00 pm and was concluded at 1:00 p.m.
5.2.2 Workshop Participants
The number of participants was 58. The stake holders were mainly the councilors, NGO representatives, senior citizens, journalists and trade bodies. List of participants is appended at the end of this report.
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Ex Tehsil Nazim, Renala Khurd The Workshop participants
The Nazim, Renala Khurd Senior school teacher
5.2.3 The Session
The workshop was formally started in which a presentation was given by PMDFC on the existing situation of the different sectors of the town. The presentation gave a comprehensive account of water supply, sewerage, solid waste management, roads etc indetail with pictorial view of the services. The problems with the existing condition of the infrastructure were highlighted. The Nazim confirmed the improvements needed in sectors identified by PMDFC, in his address to the workshop. He was keen to take up the most pressing issue of the town i.e sewerage through PMDFC. He assured his full support for accomplishing this project. He briefed the workshop participants for his efforts for seeking funds from different departments and organizations for infrastructure development.
The Ex Nazim also expressed his concern for the well being of the town. His stress other than sewerage was upon making the road condition better, shifting the vegetable market out of the city area and developing a land fill site for the disposal of solid waste. He supported the decision of the current Nazim and hence a unanimous approach was agreed upon in achieving all of the objectives.
During the presentation, the participants took a keen interest, and asked a number of questions about the working of, and already projects under taken by PMDFC. They further updated the information about the existing situation.
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5.2.4 Group Formation
The participants were divided into 5 groups at random, but it was ensured that people form same UC may not be included in the same group.
Each group was given a list of sectors i.e. roads, water supply, sewerage etc. They were to label their priority before each sector e.g. if they thought water supply was the most important problem of the town they were to assign 1 before water supply and so on.
Discussions with PMDFC
The results of the Inter sector prioritization were entered into a „priority matrix‟. In this matrix, the group-wise sector priorities were entered as assigned by the group members. Based on the frequency of responses and relative weightage determined, the sector prioritization was finalized.
Base Map verification by Group discussion stakeholdres S t a 5.3 Outcome of the Visioning Workshopk e h Sewerage o l During the discussions and preliminary assessmentd of the problems of Renala e Khurd it was gathered that the lack of adequater sewerage facilities was one of the burning issues of the town. The residents sw ere severely affected by ponding, with various diseases, difficulties in moving about, obnoxious smells and hazardous environmental problems being generated due to lack of provision of services in this specific sector.
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The areas that are prone to sewerage problems are; Basti Manzoor Shah, Lehrasib town, Usman park, Mohallah Gareeb abad, , Gulzar-e- Mustafa, Gulshan-e-Ishaq, Basti Raheem Busksh, Bast Baba lal Shah, Basti Rao sahib, Anwar Shaheed colony, Aleem town, Usman park, Jaleel town, Kifayat town, Alvi town, Sajjad town, Robina town, Zaman park, Hameed town, Bukhari colony, Koocha Farooq katchi gali, Koocha Anwar Pasha, Koocha Hunain, Koocha Hashmi, Koocha Bilal, Koocha Usmani, Dubbe bazaar, Sabzi Mandi, Ghalla mandi. The sewerage pipes are present in Usman park but are not sufficient to meet the demand.
Water Supply
The problem of clean drinking water is also very acute in the town. The standing sewerage water gets into the water supply pipes which becomes a cause of diseases like Hepatitus B and C. Near Anwar Shaheed Colony Bridge the sewage is damaging the water supply pipes.
Solid Waste Management
Sabzi mandi is generating a lot of garbage, pollution and congestion in the city. It should be taken out of the city urban area. This market has been established on a site designated for Park near railway line. It should be immediately removed.
Roads
The roads of the entire town are broken, without adequate drainage and street lights. Condition of By Pass to Lahore road is extremely bad. TMA roads have been dug by Sui gas department. Extension is required for Shergarh By Pass which is presently in a very bad condition. Near military farms, Renala By Pass is in a bad condition. Koocha Anwar Pasha Road, Exchange road and Katchehry Road is in a bad condition.
Bus Stand
The bus stand is out of the city which needs to be made functional at its earliest.
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5.4 Prioritized List of Sectors
Thus a prioritized list of projects was developed for TMA Renala Khurd, as shown below: Table 5.1: prioritized List
Sectors Priority Sewerage 1 Water supply 2 Roads 3 Solid Waste Management 4
Street light 5 Parks 6 Fire fighting 7 Bus stand 8
The prioritization process calls for the road map for the allocation of resources for the TMA. It is important to mention here that in Renala Khurd, sewerage was one of the most important problems of the town.
The Planning process adopted rules out the selection of projects at random or biasness, rather it reflects the ground realities and is demand driven. If the projects are not need based, they are not sustainable for long period of time and become redundant without any benefit to the community or the user. Even if such projects survive, they benefit only a specific group of people. It is therefore important for Infrastructure projects to be need based and both beneficial to and acceptable to the community. To make it mandatory, the involvement of stakeholders was ensured at all stages of planning, including the process of prioritization of the development projects.
After the identification of sectors in the visioning workshop and assessing the options, the next step is to finalize the strategy and Action plans.
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CHAPTER 6 SITUATION ANALYSIS AND PMDFC INTERVENTIONS
6.1 Capacity Building / Trainings
Field visit of TMA Renala Khurd reveals that there is a dearth of I.T skills in the TMA. The staff in Engineering, Finance, Planning and Regulation offices can perform better through effective I.T. training. PMDFC is of the view that I.T training for TMA staff will be an important step towards the computerization of office records and will result in efficient office automation systems. Analysis of data will become easy and errors in record keeping would decrease to a considerable extent. Moreover, I.T skills are also essential for PMSIP interventions like Financial Management System, Complaint Tracking System etc.
PMDFC aims to develop the human resource base of its partner TMAs and considers improvement in service delivery. TMA staff with IT skills set can be expected to provide timely, cost-effective and reliable services to citizens.
PMDFC will fund computer training for the following TMA staff, at a local Computer Training Institute:
Sr. Name of Trainee Designation Branch No. 1 Shahid Majeed Head Clerk TMO 2 Aftab Ahmad Head Clerk TO (P&C) 3 Imran Khan Pension Clerk TO (F) 4 Kashif Sharif Rent Clerk -do- 5 Abdul Ghaffar Senior Clerk Chief Officer (HQ) 6 Zaheer Ahmad Junior Clerk -do- 7 Mukhtar Ahmad Junior Clerk TO (I&S) 8 Fareed-ul-Hassan Junior Clerk Tehsil Nazim 9 Muhammad Naveed Junior Clerk Tehsil Naib Nazim 10 Naeem Javed Telephone Operator TMO 11 Muhammad Accounts Clerk TO (F) Zafarullah 12 Muhammad Yaqoob Electrician TO (I&S)
PIPs for TMO Office
After in-depth discussions, the following Performance Improvement Plan is proposed for the office of TMO in TMA Renala Khurd. These interventions are envisioned for the first year and further capacity interventions would be initiated in the subsequent years provided TMA qualifies for PMSIP funding in year two and onward.
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PIP Tasks PMDFC Interventions Performance Indicators (i) Citizens‟ Provide standard design of the Number of complaints complaint cell Complaint center. registered / resolved (by Provide Standard Operating type of Procedures (SOPs) for the problem/location) on Complaint center. municipal services. Provide hands on training for the implementation of complaints center SOPs. Provide system for complaints tracking and analysis. (ii) TMA website Provide template for website Website contents are design. updated regularly. Finance the cost of website development and initial hosting. Training of TMA staff for regular update of websites. (iii) Training Formation of training calendar Number of TMA staff needs Make requisite arrangements trained under each TO. assessment of for trainings. TMA staff by TMO (iv) Performance Performance management Collection of baseline Management indicators for service values System (PMS) delivery/capacity building Agreement on target interventions values Mechanism for collection of Compliance with the performance indicators data agreed target values Format of monthly/periodic against each indicator reports Periodic data collection on core indicators for service delivery & capacity building Submission of periodic reports on performance indicators
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6.2 Complaint Cell
Basic information regarding citizens‟ complaints was collected, which reveals that there was no formal complaint centre established in the TMA. However, a register was being used for the complaints registration by CO (HQ) with no track record. It was observed that most of the complaints were received through verbal communication and were being resolved by TMA staff without keeping any formal record. Furthermore, TMA has not developed any reporting mechanism from concerned staff to TMO regarding disposal of complaints. TMA has placed two complaint boxes at 1st floor of TMA office – one for complaints of municipal services and other regarding performance evaluation of TMA staff. The complaint tracking system under PMSIP is expected to effectively streamline the TMA Complaint System.
6.3 Performance Management System
PMDFC is introducing Performance Management System in Year – II TMAs. Field assessment of the TMA revealed that data existed in rudimentary form regarding performance indicators on municipal services like water supply, solid waste, street lights and sewerage. However, there was lack of data tracking, updation and reporting culture.
6.4 Financial Management System
TO (F), an officer from Local Council Service joined TMA Renala Khurd on 16-06- 2007. He has been with the local government since last 18 years. TMA was currently maintaining its books of account manually. There was a scope for computerized accounting software which is expected to enhance the working capacity of TMA.
Staff position in TO (F) Office (June, 2011) S.No Post Sanctioned Existing Strength Strength 1 TO (F) 1 1 2 Accountant 1 - 3 Assistant Accountant 1 - 4 Budget Assistant 1 1 5 Accounts Clerk 1 1 6 Pension Clerk 1 1 7 Cashier 1 1 8 Senior Clerk 1 1 9 Junior Clerk 1 1 10 Tax Superintendent 1 1 11 Terminal Inspector 1 1 12 Rent Inspector 1 1 13 Rent Clerk 1 1 14 Driver 1 1 15 Naib Qasid 7 3
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6.5 Financial Component
Law requires that no Local Government can pass a deficit budget. The intention is to provide built-in mechanism for fiscal efficiency. This constraint forces a Local Government to either raise revenue or to economize in expenditure or to do both. In general a local government has to maintain within its fiscal limits.
TMA staff is conversant with the budget formulation process but relies predominantly on the historical data for future projections. Monitoring committees are operative and audit is being conducted regularly.
A trend of (OSR) to total revenue is captured in the following table:
Source 2004-05 2005-06 2006-07 Cumulative Own Source 13,089,901 16,230,538 32,527,000 61,847,439 25% Revenue Govt. Grants 24,412,000 28,845,850 135,016,359 188,274,209 75% Total 37,501,901 45,076,388 167,543,359 250,121,648 100%
Source 2004-05 2005-06 2006-07 Own Source 35% 36% 19% Revenue Govt. Grants 65% 64% 81%
DRAFT
Following ratio of own source revenue to total revenue can be calculated from the above data. Cumulative Source 2004-05 2005-06 2006-07 for 3 years
Ratio I = 35% 36% 19% 25% OSR/TOTAL REV
DRAFT
Ratio of Own Source Revenue (OSR) to total revenue is consistent in 2004-05 and 2005-06 whereas there was a dip in 2006-07 mainly due to an increase in Government Grants. In 2004-05 OSR was 35% in 2005-06 it was 36%, and 19% in 2006-07.
According to the data of OSR and the Government Grants, it is evident that TMA Renala Khurd is relying more on Government Grants as they are increasing consistently over the years. In absolute terms OSR was Rs. 13m, 16m and 32m in FY 2004-05, 2005-06 and 2006-07 respectively. Rent of shops and Building, Cattle Mandi, and Tax on Transfer of Immovable Property (TTIP) are the strong areas in which Renala Khurd is showing an increase in its revenue over the years.
Following table shows comparative analysis in the development and non-development expenditures over the years. BUDGET ESTIMATES 2004-05 2005-06 2006-07 Cumulative
Current Expenditures 22,008,742 29,290,000 40,877,000 92,175,742 30%
Development Expenditures 24,209,708 44,586,675 142,765,499 211,561,882 70% Total Expenditures 46,218,450 73,876,675 183,642,499 303,737,624 100%
ACTUAL EXPENDITURES 2004-05 2005-06 2006-07 Cumulative Current Expenditures 19,051,279 27,148,806 29,521,126 75,721,211 46% Development Expenditures 21,317,775 20,488,075 45,959,975 87,765,825 54% Total Expenditures 40,369,054 47,636,881 75,481,101 163,487,036 100%
Ratio II =
D.EXP/D.BUDGET
Source 2004-05 2005-06 2006-07 DEV 88% 46% 32%
% Expenditures % Expenditures % 15%30%45%60%75%0%15%30%45%60%75%0% %% Share Share2004-052004-05Current ofof OSR Current Expenditures andExpenditures Govt Financial/OSRFinancial Development Grants2005-062005-06Govt Years in(Year-wise) YearsDevelopmentGrants Total Expenitures Revenu Expenditures 2006-07(Year-wise)2006-07 in Total
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From the table above it is evident that TMA Renala Khurd is within its budget estimates for current expenditures for the Years 2004-05, 2005-06, and 2006-07. Keeping non- development expenditures within budget estimates show a great strength on TMA's part. These funds can be used for other purposes such as O&M and other development schemes. As far as development expenditures are concerned, TMA is utilising less funds as percentage utilisation is going down over the years. This is mainly due to less development projects started by the TMA.
From the above data performance of TMA regarding development expenditure can be studied against budgeted allocation for the same.
Cumulative for 3 Source 2004-05 2005-06 2006-07 years Ratio II = DEV. 88% 46% 32% 41% EXP/DEV. BUDG
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6.6 TO(P) Office
As the Planning office is newly created in the devolved set up, the planning practices are not common with the TMA. The most important function of the planning office is the development control and sanctioning of the building plans.
One of the functions of TO (P) in PLGO is managing coordination activities and CCB schemes; liaison with neighbouring Tehsils and Union/Village councils; support to Union /Village councils. At the moment, progress of data collection/analysis in Tehsil is quite slow. Table: Detail of Posts in Planning Office (June, 2011) S/No Post Available Posts Status 1 TO(P) 1 1-Additional charge,TO(I&S) 2 Sub-Engineer - - 3 Building Inspector 1 1 4 Draftsman 1 1 5 Senior clerk 1 1 6 Junior clerk/billing - - Clerk 7 Driver 1 1 8 Naib Qasid 1 1 Source: TMA Record
The table shows the comparison of available posts against filled posts. It is clear that there is no qualified planner at the post of TO(P) and no sub engineer present in Renala Khurd. The absence creates problems in proper functioning of the planning office.
Due to lack of presence of sub engineer the data collection of infrastructure and that related to CCBs is suffering. There is one draftsman post which is filled. The building inspector visits the town once in a week to check the development control.
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CHAPTER 7 OUTLINE STRUCTURE PLAN
Renala Khurd is the one located along the main N-5 section (Lahore-Karachi) Road 117 km from Lahore and on the main Lahore-Karachi Railway Line. Due to rapid urbanization , the cities in Punjab are growing in a haphazard manner, without any development control. The available infrastructure in these towns is deteriorating as the population pressure is not keeping pace with the available resources for the extension of the infrastructure. These towns face the problems like incompatible land uses, unhealthy environment, and loss of amenity. Hence, an Outline Structure Plan has been devised for Renala Khurd. This plan identifies the growth potential in an economical and contiguous manner for future development of the town.
7.1 Brief Introduction
This plan has been prepared as a part of the planning report of Renala Khurd. The report indicates that the town is expanding without proper planning and development control. The Outline structure plan, thus prepared for Renala describes the strategy, outline spatial plan, together with Action plans. In essence, the strategy identifies immediate development priorities for various service sectors. The spatial plan provides general information on planned land uses and the structure of development in the town. The Action plans are related to the priority sectors and areas identified in the strategy. Each Action plan consists of a number of proposals.
The plan provides a systematic approach to address the immediate development needs as well as long term development requirements for next 20 years. The plan highlights remedial measures to solve existing problems as well as suggests ways for future systematic growth of the town.
7.2 Visioning and Stakeholders’ Prioritization
Focus of PMSIP planning is constant input of various stakeholders in all planning stages. Initial contact was developed with TMA leadership and the relevant staff. Field data collection was done in collaboration with line TMA staff and various segments of the society. This assisted in developing broad vision for existing fabric of the municipal services. Finally, a formal stakeholder workshop attended by elected representatives, NGOs, important citizens etc prioritized municipal services to finalize a vision for the town. This process is hence the amalgamation of technical inputs and the aspiration of the stakeholders‟ improved municipal services with an effective O & M framework were deemed a vision to improve life of citizens. Further, general consensus was developed on the priority sectors that needed immediate attention.
The order of importance of infrastructure sectors for improving municipal service delivery is as follows:
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A. Sewerage B. Water supply C. Roads D. Solid Waste Management E. Street light F. Parks G. Fire fighting
Therefore, improvement in sanitation and improved water supply is the most important need of the town followed by roads and solid waste management.
7.3 Development Plan
Having established the priorities, the next step of the Plan was to provide broad guidelines to suggest measures to control the future growth of the town. This has been determined after assessing the potentials and constraints in the existing urban set up. The plan is prepared with 20 years perspective from year 2008 to year 2028.
This section of the report deals with an outline of proposals regarding;
- Identifying existing land uses and predicting patterns of growth directions - Identifying gaps in exiting municipal services as well as identifying needs for the incremental population growth. - Action plans to cater for needs of present and future population in municipal services. Capacity building for O&M of the municipal services is also proposed in these Action Plans.
Development Strategy
Renala Khurd , though a small town, is an important TMA of the Okara District. Being located on the GT road the town has grown in a linear pattern. The town comprises of very fertile agricultural land with farms spread over acres of land. This has led to vigilant use of the land for the built-up purposes.
The following development strategy is recommended for Renala;
. Restrict the development of the town in linear manner, since it has expanded along the main trunk road. . To improve the flow of traffic within the town by improving physical condition of the existing roads. . Increase the connectivity among different parts of the town by providing new linkages. . Future residential development to follow neighborhood pattern of growth. Self contained neighborhoods, equipped with all basic public and utility services, be developed. . Emphasis be made on filling the vacant lands within the built up area to achieve contiguous development and to make provision of infrastructure facilities economical. . Improving the existing infrastructure, its maintenance and operation. . Provision of municipal infrastructure to the newly suggested growth corridors.
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. Inculcate Operational & Maintenance culture with provision of capacity building for the same.
7.4 Historic Growth
Though the city traces its roots back to Mughal Emperor Akbar‟s time, present town was established in 1914. It was developed as an irrigation town when British developed the area by irrigation canals. Renala developed on the Lower Bari Doab on the main Lahore Karachi (GT Road) and on the main railway track Lahore- Karachi.
Stage – 1
Blue portion is the oldest part of town. Main bazaar, vegitable market and TMA office are located here. Main localities are Ghareebabad, Kocha Kamal and Kocha Bilal.
Stage – II
Green portion in the map shows the densely populated initially developed town along the railway track. Basti rao Sahib, Basti Petrol Pump, Tayyeb Town, Rasheed Town, Aleem TownAli Town, Afzal Town are located in this section.
Stage – III
Yellow portion shows development of town in stage –III Anwar Shaheed Colony, Housing Colony, , Hameed Town, Raheem Town, etc were developed.
Stage – IV
Red portion show the most recent development of town. The areas include Azam Town, Madina Town, Masood Town, Shaukat Abad, Jalil Town, Alvi Town, Gulzar-e- Mustafa, Rai Town, Canal Colony, Usman Town etc.
Stage - V
Most recent developments are shown in purple color. These are in initial stages with Al-farooq villas at North-East of the town, Tariq Gardens in the North part of the town, Al-Karam Town along Shergarh Roadand Khalid Town on west part of town.
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WALI COLONY
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KOOCHA FAROOQ TMA OFFICE MIAN COLONY AFZAL TOWN KOOCHA ANWAR PASHA ALI TOWN KOOCHA HUSNAIN AR N AZ KHIZAR TOWN KHALID RASHEED TOWN GULSHAN-E-ANWAR TOWN B BASTI BABA LAL SHAH BARKAT STREET AR GHALLA MANDI AD l S CANAL VIEW MALKAN WALI ABADI a KOOCHA KAMAL an KOOCHA BILAL C P ALEEM TOWN W E R KOOCHA RIZVI H AZIZ TOWN A A FATEH TOWN D AZ B B T L BI A B K A RASHEED TOWN D B A QAIM DIN STREET Z BASTI PETROL PUMP A Kalma S R D Chowk OA NUSRAT TOWN R I LODHI D #Y TAYYEB TOWN BASTI HAZOOR SAHAB AN M STREET W ZI AB S E S AS L GULSHAN-E-ISHAQ P C BASTI RAO SAHIB R TOWN DE O N M U E
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Figure 7.1: Historic Growth
DRAFT
Table 7.1: Population Projections
Year 1998 2010 2030 Incremental population for next 20 years
Population 32,337 48,356 94,559 46,203
Growth rate = 3.41 %
The population of the Renala Khurd according to 1998 census was 32,337 persons. The estimated population for 2030 is 94,559 persons, i.e at the end of plan period. The total area occupied by the urban uses or the built up area is 748 acres. Therefore, existing population density is 64 persons/acre. The incremental population is estimated to be 46,203 for next 20 years time. This has been calculated by using the growth rate 3.41%.
7.5 Growth Direction
City of Renala Khurd exists on main N-5 (GT road). It has historically expanded in linear pattern in North- East to South-West direction. The expansion of the town restricted in the west direction. This is due to the presence of Mitchell‟s fruit farms and Army cantonment area in North-West.
In the southern side, i.e the area between the minor and the N-5 By-Pass Road is sparsely developed. New housing colonies are being developed in this area. Having accessibility on either sides of this pocket, it is likely to grow in future.
The other prospect of the growth of the town is in the north. Many important institutions are being developed here like, Divisional Public school. This is expected to attract lot of investment and development of complementary land uses in future. But connectivity I remains the main issue of the town, as canals and major road pass through the town.
7.6 Slums/Katchi Abadis
There are three kachi abadis in the town; are described below: Anwar Shaheed (approximately 1000 units) located in South of the town. Eighty percent of Anwar Shaheed Colony has streets that have PCC surface where as rest have brick pavement. Condition of these streets is good. Street light is present in the colony. The colony has good water supply and sewerage network. Satisfactory SWM is being provided to the colony.
Canal Colony (approximately 100 units) located in North part of the town. The streets are in bad condition. Street light is partially present in the colony. Water supply and sewerage network is not present in this colony. Facility of SWM is not present in the colony.
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Basti Lal Shah (approximately 400 units) located along the railway track in the center of town. No street light is present in this colony. Water supply and sewerage network is not present in this colony. Facility of SWM is not present in the colony.
7.7 Densification of the Existing Built-Up Area
Each city has its own growth and development potential, based on economic activity, social, cultural and geographically strategic importance. Densification criteria vary from place to place. Some of the new households can be absorbed in the existing built-up area. This is mainly because of the economic reasons. Since the existing infrastructure accommodates the new households. But this may result in overburdening the present infrastructure, therefore upgrading may be needed with the passage of time. Following map shows existing density in the town.
Blue area is the most densely populated. For a small town such as Renala Khurd not much vertical expansion occurs. Therefore, in this area densification would be between 10-20 % is expected in the plan period. Green area is relatively less dense area and 20-30 % densification may occur in this area during the plan period. Red area is sparsely populated and 50-60 % may be densification may occur in the plan period.
Population Density Map
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Figure 7.2: Population Density Map
DRAFT
Having calculated the incremental population, which amounts to be 38,825 persons, is to be accommodated for future. Taking a densification factor of 30 % for the town after analyzing the above densification approximations, total accommodated population would be 27,178.
7.8 Land Requirements for Future Urban Expansion
To identify the area required for future growth depends upon two main factors. First the location/ direction and the second is the allocation of land. The allocation is based upon the density. Basically the density determines the area requirement. The existing pattern of residential development is compact with sporadic vacant pockets. The proposed growth strategy recommends filling up these vacant pockets first, then opening up new areas for development.
Present built up area of the town is 784 acres. Taking present population of 43,339, present density is 60 persons/acre. Following table indicates land requirement for residential purposes for the plan period.
Table 7.2: Incremental Population
Year 2010-2015 20015-2020 2020-2025 2025-2030 Total Incremental 46203 8826 10438 12343 14596 population After taking 2647 3131 3702 4378 13858 account densification factor of 30 % Residential 96 114 135 159 504 Land Requirement (Acres)*
* Residential density of 64 persons/acre are assumed for proposed land use plan
As residential area is approximately 70 % of the total land requirement for a small town such as Renala Khurd, total land requirement would be 655 acres.
7.9 Proposals
The strategy suggests improving the connectivity among different parts of the town and filling of the vacant pockets first. The future expansion of residential development is proposed to take place in planned manner in newly developed neighborhoods. Each neighborhood will include basic public facilities, whereas two new commercial centre are proposed along Chuchak road and the bypass road Option B & C.
Available planning area covering 242 acres of land is already been identified in the proposal. Requirement for the plan area is 192 acres. This area will be developed as per planning standards where TMA will extend its development control.
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Proposal I: In the first phase, the area marked A i.e enveloped between minor and the by pass road comprising of 175 acres is identified. There is no growth between the 2-L Distributory and the N-5 By Pass Road. Currently the area is under agricultural use. This area is ideal for accommodation of the growth. Small neighborhood centers will be developed that would include open spaces and institutional areas as shown in proposed spatial plan.
Proposal II: In the area marked B current patterns of growth are taking place in the northern direction. It is mainly due to rapidly developing institutions. Divisional Public School with a huge area is being established here. It is likely to be developed as an institutional centre in future, because complementary institutions will sprout up. Adjacent to this site in the eastern direction is a vast agricultural land available. The residential area can be accommodated for growing population. The residential area would be developed with the institutional area. 269 acres of land are available in this area.
Proposal III: The area marked C, is bounded by LBD canal and the railway track and GT road on either side. After the development of the proposed bridges and improved road network, the accessibility will improve in this area. The may led to accommodate population in future. Nearness to the town park and main commercial centre may be the driving factors for its development.. 186 acres are available in this pocket.
Proposal IV: The area marked D is in south west direction, where new housing schemes are being developed. Here 149 acres of vacant land is available, upto the by pass road. This piece of land may also be filled in future. Commercial area has been extended in southern direction of Katchehry road.
Therefore, 780 Acres of land is available in the proposed for the requirement of 590 acres.
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WALI COLONY
D
A
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SA K T A C G H H 269 Acres A R C A CHAUDHRY MOHALLA R U al
O H A an D C C
20/1RB D A B
L L
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R LARASIB TOWN B E 186 Acres USMAN TOWN R HO LA NEW BASTI RAHEEM TOWN TO RAHEEM TOWN D OA R AY LW AI R BASTI RAHEEM TOWN HAMEED TOWN
CANAL COLONY ROBINA TOWN ZAMAN TOWN
JALIL TOWN ALVI TOWN RIAZ TOWN GHAREEB ABAD SAJJAD TOWN
KOOCHA FAROOQ TMA OFFICE MIAN COLONY AFZAL TOWN KOOCHA ANWAR PASHA ALI TOWN KOOCHA HUSNAIN AR N AZ KHIZAR TOWN KHALID RASHEED TOWN GULSHAN-E-ANWAR TOWN B BASTI BABA LAL SHAH BARKAT STREET AR AD l GHALLA MANDI S CANAL VIEW MALKAN WALI ABADI a KOOCHA KAMAL an KOOCHA BILAL C P ALEEM TOWN W E R KOOCHA RIZVI H AZIZ TOWN A A FATEH TOWN D AZ B B T L BI A B K A RASHEED TOWN D B A QAIM DIN STREET Z BASTI PETROL PUMP A Kalma S R D Chowk OA NUSRAT TOWN R I LODHI D #Y TAYYEB TOWN BASTI HAZOOR SAHAB AN M STREET W ZI AB S E S AS L GULSHAN-E-ISHAQ P C BASTI RAO SAHIB R TOWN DE O N M U E 175 Acres
R GULZAR-E-MUSTAFA TOWN O A D A D OA E R NG HA XC E E MASOOD TOWN ON D PH LE A TE
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RAI TOWN ANWAR SHAHEED COLONY E 20/2-L
R AN T Y M
L R U E M HOSPITAL ROAD H E H Legend
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K G Chowk
N #Y I S MUSLIM TOWN U Railway Line
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Structure Plan SHAUKAT ABAD 149 Acres Existing Residential Vacant Land S H D E Cantt. Area R G BY PASS A ROAD R Proposed Residential H R O A D
300 0 300 600 Meters
Figure 7.3: Proposed Map
DRAFT
Circulation Pattern/Roads
With the increase in intra-city distances and traffic load, the existing roads needed to be expanded and widened. The Strategy is to facilitate free movement of goods and citizens in an efficient way. A proposed road map for the town is shows in Road Action Plan Section.
The most important are the Chuchak Road, as it passes through a belt that is expected to be developed as an institutional zone in future. The right of way would be increased as with the passage of time commercial centre is proposed along it.
One bridge over the canal, connecting the central part of the town with the northern part, is proposed. This bridge will assist in the movement of masses from western side to the commercial and institutional zone along Chuchak road. This will lessen the traffic load on the prevailing only bridge on the LBD canal.
An overhead bridge is proposed on the Railway Road , leading from the By Pass- Road and Lahore Road. This will facilitate movement across the railway line. The commercial development is mostly local in nature. As the area south of minor is proposed for peri-urban development, the road that connects Shergarh Road and the N-5 Bypass Road East West direction is suggested to be widened in future. Since this road is expected to be developed as a main road of future neighborhood.
Similarly, the connectivity of roads with the bypass road should be straightened and provide direct access to the by pass road.
The present of Sabzi Mandi near Kalma Chowk , should be shifted out of the city in proposed Zone-C
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Proposed Road Circulation
DRAFT
WALI COLONY
D
A
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SA K TG A H H A R C A CHAUDHRY MOHALLA R U al
O H A an D C C
20/1RB D A B
L L
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R LARASIB TOWN E USMAN TOWN R HO LA NEW BASTI RAHEEM TOWN O T RAHEEM TOWN D OA R AY LW AI R BASTI RAHEEM TOWN HAMEED TOWN
CANAL COLONY ROBINA TOWN ZAMAN TOWN JALIL TOWN ALVI TOWN RIAZ TOWN GHAREEB ABAD SAJJAD TOWN
KOOCHA FAROOQ TMA OFFICE MIAN COLONY AFZAL TOWN KOOCHA ANWAR PASHA ALI TOWN KOOCHA HUSNAIN AR N AZ KHIZAR TOWN KHALID RASHEED TOWN GULSHAN-E-ANWAR TOWN B BASTI BABA LAL SHAH BARKAT STREET AR AD l GHALLA MANDI S CANAL VIEW MALKAN WALI ABADI a KOOCHA KAMAL an KOOCHA BILAL C P ALEEM TOWN W E R KOOCHA RIZVI H AZIZ TOWN A A FATEH TOWN D AZ B B T L BI A B K RASHEED TOWN A D B A QAIM DIN STREET Z BASTI PETROL PUMP A Kalma S R D Chowk OA NUSRAT TOWN I R LODHI #Y D TAYYEB TOWN BASTI HAZOOR SAHAB AN M STREET W ZI AB S E S AS L GULSHAN-E-ISHAQ P C BASTI RAO SAHIB R O TOWN DE N M U E
R GULZAR-E-MUSTAFA TOWN O A D
AD RO GE N HA XC E E MASOOD TOWN ON D PH LE A TE
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RAI TOWN ANWAR SHAHEED COLONY E 20/2-L
R AN T Y M
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G Chowk Proposed Public Building Complex #Y
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E Railway Line REHMAN TOWN Structure Plan H
S Underpass Existing Residential Vacant Land Proposed Roads SHAUKAT ABAD Cantt. Area Road Boundary Proposed Residential Canal Proposed Commercial S H E Minor R G BY PASS A ROAD R Proposed Park H R O A D
300 0 300 600 Meters
Figure 7.4: Structure Plan
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CHAPTER 8 ACTION PLAN FOR TMA RENALA KHURD
8.1 Action Plan for Drainage & Sewerage
Sewerage network is old and was constructed and commissioned in 1980-81. Sewerage network in the town is of R.C.C pipes sewers of sizes 9” to 24” dia. Town committee at that time added sewers occasionally to connect with this system. Sewer system is mostly choked. The system comprises of one disposal work near Housing Scheme with 2 pumping houses. Trunk sewer is in bad condition due to silting. Collecting tank is silted up and almost choked.
Action Plan - 1
Up-grading of Existing Sewers and Drains
All existing sewers and drains will be inspected and problematic parts of the networks will be cleaned and repaired so that they are brought back to acceptable working conditions. Improvement of Collection tank and screen at Disposal site. Procurement of a generator to cater frequent power failures. Operation & Maintenance training to sewerage staff. Allocation of sufficient Operation & Maintenance budget in the Annual TMA budget.
Action Plan - 2
Improvement of Sewerage Network
Laying of a new larger trunk sewer. Lateral sewers would be developed in the served areas. Extension of trunk sewer to unserved areas such as : Madia Town, Azam Town, Rehman Town, Shaukatabad, Basti Rahim Shah, Lahrasap Town, Alvi Town, Hameed Town, Sajjad Town, Canal Colony and Wali Colony. Improvement of sewerage in Usman Town, Gulshan-e-Ishaq Town, Rasheed Town and Aleem Town. Replacement of the present disposal station to South of the present location.
Action Plan – 3
Trunk sewers in red thick lines for the peri-urban areas are shown in the Sewerage Action Plan Map. Most of the proposed trunk sewers are proposed along major proposed roads in future development corridors.
DRAFT
Construction of Sewage Treatment Plant
Waste water is disposed of in open spaces near By-Pass Road without treatment. This disposal practice has serious impact on the environment of the town. A sewage treatment plant would be developed south of the town below the By Pass Road, which will safeguard public health and will protect agricultural lands from pollution, would be constructed before final disposal of sewage.
The complexity of conserving and revitalizing an historic neighborhood requires diverse knowledge and many disciplines, ranging from archaeology to engineering, from horticulture to preservation, from social mobilization to public health. In successful projects such as Azhar Park in Cairo, the Aga Khan Trust for Culture has brought a variety of knowledge to bear by creating informal partnerships with foreign and local experts, academic institutions, the private sector, government ministries and local communities.
"Our experience in creating Al-Azhar Park has taught us important new lessons that will contribute to the international body of knowledge about preservation and development in world heritage cities... A fundamental lesson is that public-private partnerships can be effective mechanisms for enhancing the value of underused, unappreciated or even unknown social, cultural and economic assets." His Highness the Aga Khan at the Inauguration of Al-Azhar Park, Cairo, Egypt, 25 March 2005
The Trust has formalized some of these collaborations in the form of Public-Private Partnerships – notably in Egypt, India, Pakistan and Mali – which engage the energies of public and private institutions for the public good. Done well, they can have an enormous impact. But to succeed, they should contain the following elements: Diverse expertise: Partnerships are most effective when they bring together the right combination of expertise from government, the private sector, civil society and the community.
A social component: It is not enough to conserve monuments; community members must be engaged in such projects in ways that improve their quality of life. The goal should be to engage them in a way that makes them the effective guardians of cultural heritage.
Clear goals and standards: All partners must understand and commit to clearly defined objectives. Benchmarks must be set for the achievement of these goals in terms of timeliness and quality.
Flexibility: Partnerships must be able and willing to adapt to change. There can be delays and additional costs, but also intriguing opportunities – such as the Ayyubid Wall – that require adaptation of the partnership.
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A plan for sustainability: Before restoration begins, mechanisms must be found to ensure that landmark monuments, clusters of buildings or even historic districts can generate at least a portion of the funds for their own maintenance.
DRAFT
WALI COLONY
E OR AH L S TO AT l G na HA a R C A CHAUDHARY D RO B A MOHALLA L D 20/1RB N
LARASIB TOWN D W E USMAN TOWN OA R AY LW AI R R S E RAHEEM TOWN N A L A C H U C HAMEED TOWN H A K CANAL COLONY ROBINA TOWN R O ZAMAN TOWN A JALIL TOWN D ALVI TOWN Railw ay Station RIAZ TOWN GHAREEB ABAD SAJJAD TOWN 2'' TMA 1 AFZAL TOWN ALI TOWN KOOCHA FAROOQ AH GULSHAN-E-ANWAR TOWN SH AL CANAL VIEW KOOCHA KAMAL A L ' AB 5' I B ALEEM TOWN 1 ST BA l KOOCHA BILAL RASHEED TOWN na BASTI PETROL PUMP C a Kalma D LB #S Chowk TAYYEB TOWN SS GULSHAN-E-ISHAQ A 1 P ' R 8 TOWN ' E ' 2 D ' N 1 BASTI RAO SAHIB U ' ' 5 1 GULZAR-E-MUSTAFA TOWN
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ANWAR SHAHEED A
N e Cho wk Prop osed Dispo sa l Station A D #S T
COLONY R UL M o TO a d Railw ay Line Action Plan 2 MUSLIM TOWN Prop osed Ro ads Exte nsio n o f Tru nk S ewe r D A O Imp rovem rnt AZAM TOWN R Existin g D ispo sal S tation HOUSING SCHEME S S A Late rals MADINA TOWN P
Disposal Y Main Se wer L in es Station B Action P la n 3 REHMAN TOWN Se co nd ary Se wer L in es Prop osed S ewe rage E xtension Prop osed S ewe r Lines S H SHAUKAT ABAD E R Can al G A R H R Roa d B ou nda ry O A D BY PASS ROAD 300 0 300 600 Meters
Figure 8.1: Sewerage action Plan
DRAFT
8.2 Action Plan for Water Supply
The present source of water supply system in the town is comprising of seven tubewells with a depth of 120-300 ft installed at the locations given in the table below. Three of these tubewells are located in the Town, one on the bank of 2-L Distributory and the rest three on the bank of LBDC. The designed discharge of these tubewells varies from 0.25 cusec to 1.0 cusec as given in the table but some of them are presently yielding lesser discharge. Nearly 50% of the town is covered by existing piped water supply.
Action Plan -1
Development of user connection database Measurement of the present discharge of each tube well to find out which tube wells are running economically. Tube wells No. 20,21 and 22 at 4L Minor would be made operational Replacement of the pipelines which are leaking and causing contamination. Improvement of Ground Surface Tank at Ghazi Abad would be done. Overhead Reservoirs at Ghazi Abad, Lalazar Colony, Ghalla Mandi and Govt.Colony would be made Operational. Operation & Maintenance training to water supply staff Allocation of sufficient Operation & Maintenance budget in the Annual TMA budget.
Action Plan -2
Old CI pipes causing contamination would be replaced in areas mentioned in Water Supply Map. Extension of the system to unserved/partially served areas mentioned in Water Supply Action Plan Map. Additional sources of water would be developed to cater needs of unserved/partially served areas as well as for low pressure areas.
Action Plan – 3
Following are requirements for additional water for incremental population in the newly developed areas. Main water supply lines would be developed along the main roads developed in the peri-urban areas as shown in the map.
Year 2008-2015 20013-2018 2018-2023 2023-2028 Incremental 5,282 6,152 7,244 8,500 population after densification. Additional Water 316,920 369,120 434,640 510,000 Requirement Gallons/day (Max. Day Demand)
DRAFT
8.3 Action Plan for Drainage & Sewerage
Action Plan - 1
Up-grading of Existing Sewers and Drains
All existing sewers and drains will be inspected and problematic parts of the networks will be cleaned and repaired so that they are brought back to acceptable working conditions. Improvement of Collection tank and screen at Disposal site. Procurement of a generator to cater frequent power failures. Operation & Maintenance training to sewerage staff. Allocation of sufficient Operation & Maintenance budget in the Annual TMA budget.
Action Plan - 2
Improvement of Sewerage Network
Laying of a new larger trunk sewer. Extension of trunk sewer to unserved areas such as : Madia Town, Azam Town, Rehman Town, Shaukatabad, Basti Rahim Shah, Lahrasap Town, Alvi Town, Hameed Town, Sajjad Town, Canal Colony and Wali Colony. Improvement of sewerage in Usman Town, Gulshan-e-Ishaq Town, Rasheed Town and Aleem Town. Lateral sewers would be developed in the served areas. Replacement of the present disposal station to South of the present location.
Action Plan – 3
Construction of Sewage Treatment Plant
Waste water is disposed of in open spaces near By-Pass Road without treatment. This disposal practice has serious impact on the environment of the town. A sewage treatment plant would be developed south of the town below the By Pass Road, which will safeguard public health and will protect agricultural lands from pollution, would be constructed before final disposal of sewage.
DRAFT
WALI C OLON Y ACTION PLAN (SEWER)
S RENALA KHURD A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB
AD R LA RA SIB TO WN O E R N N USM AN TOWN AY A LW L AI A R RAH EE M TOW N C W E H U C H HAM EED TOW N S A CAN AL C OLON Y K ROB IN A TOW N R ZA MAN TOW N O ALVI TOWN JALIL TOWN A Railway D Station RIA Z TOW N Minor GHA REE B AB AD SAJJ AD TO WN ' 2' TMA 1 AFZA L TOW N ALI TOWN KOOC H A FAR OOQ AH GULSH AN -E-A NW AR TOWN S H L LA CAN AL V IEW KOOC H A K AM AL BA '' BA ALEEM TO WN 15 TI AS KOOC H A B ILAL B RAS HE ED TOW N LEGEND al an BAS TI PETRO L PUM P C D Kalma LB S #Y #Y C how k AS Chowk TAY YEB TOWN P GULSH AN -E-I SHA Q R 1 ' E ' D 8 TOWN R ailw a y L ine N '' 2 1 BAS TI RA O SAH IB U ' ' 5 D isposa l Statio n 1 GULZAR -E -M US TA FA
TOW N M M ain S ew er Line s '' a
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A H T e L m U R
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O R MU SLIM TOW N A T
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d AZAM TOW N A S
D S HOU SIN G S CH EM E A MAD IN A TOW N P Action Pla n 2 Disp o sal Y St ati on B Extensi on o f T ru nk Se w er REH M AN TO WN S H Im p rove m rn t E R G Later als SHA UK AT A BAD A R H R Action P la n 3 O A D BY PASS ROAD 200 0 200 400 Meters
Treatment Plant
DRAFT
8.4 Action Plan for Water Supply
Action Plan -1
Development of user connection database Measurement of the present discharge of each tubewell to find out which tubewells are running economically. Tube wells No. 20,21 and 22 at 4L Minor would be made operational Replacement of the pipelines which are leaking and causing contamination. Improvement of Ground Surface Tank at Ghazi Abad would be done. Overhead Reservoirs at Ghazi Abad, Lalazar Colony, Ghalla Mandi and Govt.Colony would be made Operational. Operation & Maintenance training to water supply staff Allocation of sufficient Operation & Maintenance budget in the Annual TMA budget.
Action Plan -2
Old CI pipes causing contamination would be replaced in areas mentioned in Water Supply Map. Extension of the system to unserved/partially served areas mentioned in Water Supply Map. Additional sources of water would be developed to cater needs of unserved/partially served areas as well as for low pressure areas. Additional sources of water would be developed to cater needs of future demand.
8.5 Action Plan for Roads
Action Plan – 1
Road marking and improvement of foot paths on main roads. Procurement of road level. Newly developed Bus Stand would be made operational to decrease load around Kalma Chowk. Operation & Maintenance training to road staff. Allocation of sufficient Operation & Maintenance under roads head in the budget.
Action Plan - 2 Following roads would be improved to provide smoother traffic flows, safer environment, reduction of congestion and travel time.
Exchange Road Main Road Housing Colony. Action Plan – 3
Development of new roads shown in Road Action Plan – 3 Map.
DRAFT
ACTION PLAN (ROADS)
WALI C OLON Y RENALA KHURD
S A RE T G O H al H A n A R Ca L A CH AU DH AR Y O BD T RO M OH ALLA L AD 20/1 RB N AD R LA RA SIB TO WN O E R N USM AN TOWN AY W A IL W E L A A R RAH EE M TOW N C H S U C H HAM EED TOW N A CAN AL C OLON Y K ROB IN A TOW N R ZA MAN TOW N JALIL TOWN O ALVI TOWN A Railway Minor D Station RIA Z TOW N GHA REE B AB AD SAJJ AD TO WN
TMA AFZA L TOW N ALI TOWN KOOC H A FAR OOQ AH GULSH AN -E-A NW AR TOWN S H L LA CAN AL V IEW KOOC H A K AM AL BA BA ALEEM TO WN TI AS l KOOC H A B ILAL B RAS HE ED TOW N na BAS TI PETRO L PUM P Ca D B Kalma L S #Y AS Chowk TAY YEB TOWN RP GULSH AN -E-I SHA Q E TOWN ND U BAS TI RA O SAH IB
GULZAR -E -M US TA FA LEGEND
TOW N M
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D S Roa d B ou nda ry HOU SIN G S CH EM E A MAD IN A TOW N P Y B Can al REH M AN TO WN S H E Minor R G SHA UK AT A BAD A R H R O A D BY PASS ROAD 200 0 200 400 Meters
Figure 8.2: Action Plan (Roads)
DRAFT
8.6 Action Plan for Solid Waste Management
Action Plan -1
Improvement of Solid Waste Collection System Procurement of new wheel barrows in place of non-operational ones. House-House collection started on pilot basis in few localities. Operation & Maintenance training to solid waste management staff. Allocation of sufficient Operation & Maintenance budget in the Annual TMA budget.
Action Plan -2
Development of Disposal Site
Following solid waste disposal points in the city would be eliminated: at LBDC 5/IRA canal, near telephone exchange and at Sher Garh Road. No landfill site is available in or out side of the town. For landfill site addition manpower and machinery would be required. An area of 4 acres is required for landfill site for 10 years (2018) & 9 acres for 20 years (2028).
8.7 Action Plan for – Fire Fighting Arrangements
Action Plan – 1
Recruitment of vacant fire fighting positions. Staff training Fire fighting incidence record keeping
Action Plan –2
New fire station would be developed comprising of a shed, office and a store and a court yard.
DRAFT
ANNEX-A
Location Surface Right Paved condition Starting Ending Length of Drainage Sr. width Name Point Point way (Good, Importance no. (feet) (Yes/No) (feet) Fair, (feet) Bad) Kachery road is the main road of the town. It links the Anwar Shaheed colony bridge on one end and on the other sewerage disposal. It is north – south aligned. It is in good condition at its northern half part but has poor Bridge surface Katchehry Anwaar Disposal condition as 1 1275 40 20 Fair No Road Shaheed Work it approaches Colony the disposal station. It passes through. This is an important TMA road as two major colonies Katchery and Housing scheme areas are served by this road. It also provides access to Muslim town and Rehman town.
It branches out from the Shergarh Muslim Sher Garh Road and 2 Town Katchehry 1800 40 20 Fair No Road ends up at Road Katcheri. . It is East –west aligned and passes
DRAFT
through Muslim town and touches one edge of katchery. However the surface condition fair and needs minor repair. It has no drainage lines along it. 50 % of the road has streetlights.
It is an important road with 10’ surface width.. It connects Tehsil hospital with Kachery road and also Exchange Katchehry 3 Hospital 1180 24 10 Bad No serves several Road Road Anwar Shaeed colony streets. It has bad surface condition and is no drainage along the road.
Railway Road runs parallel to railway track from old /central part of the Railway TMA PASSCO town and 4 5687 20 10 Bad No Road Chowk Godown connects developing colonies such as Usman Town and Lahrasap Town. It passes Sabzi through the Phatak Welcome 5 Mandi 950 20 10 Fair No major Bazar Road Road commercial areas of Phatak Bazaar
DRAFT
and Sabzi Mandi. It has no drainage and poor TST surface finishing. Although, street light is present on the road.
It is a small road between Katchery road and Tehsil Hospital. It runs in east west direction Hospital from Kachery 6 Katchehry Hospital 366 20 10 Fair No Road road and passes through Anwar Shaheed Colony. Its condition is fair.
It is a long road connecting stadium on one end and minor on the other. It has no street-lights. It passes through residential areas of Main Muslim town, Road housing Housing scheme and 7 Stadium Minor 2924 30 10 Fair No Scheme graveyard. Stadium Right of way Road is just 20’. It needs widening to serve the growing population residing in the Housing Colony and Muslim Town areas.
Source: TMA record and field visits
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Annex-B
Disposal Station near Housing Scheme
Sr. Components Nos. Size Present Condition 1 Collecting Tanks 2 15‟ Silted up, top masonry dia broken 2 Screening 1 8‟ Broken , silted up Chambers
Pumping Machinery & Chamber
Pump Pumping Motor Working Operational Station hrs per Nos. Discharge Status Nos Condition BHP Condition day (cusec) 1 Non- operational 1 5 Fair 60 Good 0 due to pipe breaking 1 5 Good 75 Good 8 Operational 2 2 5 Good 60 Good 8 Operational 3 Old Pump houses , machinery has been shifted to Pumping Chamber Nr.2 4
Trunk Sewer
LENGTH ID DIAMETER LOCATION (ft) 1 24'' DISPOSAL STATION TO GT ROAD 2000 2 18'' WELCOME ROAD 1245 3 15'' GT ROAD (KATCHEHRY ROAD TO RAI TOWN) 2760 4 15'' SADAR BAZAR ROAD 1700 5 15'' KATCHEHRY ROAD TO KALMA CHOWK 1400 GT ROAD (FROM KALMA CHOWK TO BASTI 6 12'' RAHEEM BUKSH) 3830 7 12'' KATCHEHRY ROAD TO KALMA CHOWK 1255 8 9” Net Work in entire town
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Annex-C
Waste Dumping Sites in Renala Khurd
ID LOCATION TYPE 1 NEAR DISPOSAL STATION CONCRETE 2 SHER GARH ROAD NEAR GOVT. GIRLS COLLEGE CONCRETE 3 NEAR VETRINARY HOSPITAL CONCRETE 4 ADJACENT RAILWAY LINE NEAR VEGETABLE MARKET CONCRETE 5 SABZI MANDI ROAD CONCRETE 6 ADJACENT RAILWAY LINE NEAR LARASIB TOWN CONCRETE 7 LARASIB TOWN CONTAINER 8 BASTI RAHIM TOWN CONTAINER 9 BASTI RAHIM TOWN CONTAINER 10 HAMEED TOWN CONTAINER 11 ALEEM TOWN CONTAINER 12 KATCHI BASTI NEAR RAILWAY STATION CONTAINER 13 GHAREEB ABAD CONTAINER 14 SADAR BAZAR CONTAINER 15 NEAR MITCHELS FAIR PRICE SHOP CONTAINER 16 GULZAR-E-MUSTAFA TOWN CONTAINER 17 NEAR TELEPHONE EXCHANGE CONTAINER 18 NEAR FAMILY PARK CONTAINER 19 NEAR GLAXO LABORATORY CONTAINER 20 AZIZ TOWN CONTAINER 21 MUSLIM TOWN CONTAINER 22 HOUSING SCHEME CONTAINER 23 MUSLIM TOWN CONTAINER 24 NEAR FAMILY PARK CONTAINER 25 NEAR TEHSIL KATCHEHRY CONTAINER 26 NEAR DISPOSAL STATION CONTAINER 27 NEAR DISPOSAL STATION CONTAINER 28 MADINA TOWN CONTAINER 29 NEAR THQ HOSPITAL CONTAINER Source: TMA Record