Planning-Report-Sambrial.Pdf

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SAMBRIAL

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TABLE OF CONTENTS CHAPTER 1 INTRODUCTION

1.1 Background 1.2 Punjab Municipal Service Improvement Project (PMSIP) 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 2.1.1 History 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 Building Control 3.4 Existing Land Use Characteristics 3.5 Katchi Abadi 3.6 Population Density 3.7 Growth Directions

CHAPTER 4 STATUS OF MUNICIPAL INFRASTRUCTURE

4.1 Road Network & Street Lights 4.1.1 Road Condition 4.1.2 Traffic Congestion & Parking 4.1.3 Needs 4.1.4 Street Lights 4.2 Water Supply 4.2.1 Service Area 4.2.2 Drinking Water Sources 4.2.3 Water Distribution Network 4.2.4 Water Storage 4.2.5 Water Demand 2

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4.2.6 Needs 4.3 Sewerage System 4.3.1 Problem Areas 4.3.2 Needs 4.4 Solid Waste Management 4.4.1 Collection System 4.4.2 Service Level 4.4.3 Land Fill/Dumping Sites 4.4.4 Operation & Maintenance 4.4.5 Needs 4.5 Fire Fighting 4.6 Parks 4.6.1 Existing Parks 4.6.2 Needs 4.7 Slaughter House 4.7.1 Existing Situation 4.7.2 Needs

CHAPTER 5 WORKSHOPS ON PRIORITIZATION OF INFRASTRUCTURE SUB PROJECTS

5.1 Methodology for Project Prioritization 5.1.1 Pre-Workshop Consultations 5.1.2 Stakeholders Consultative Workshop 5.2 Prioritized Development Projects

CHAPTER 6 SITUATION ANALYSIS AND PMDFC INTERVENTION

6.1 Capacity Building / Trainings 6.2 Complaint Cell 6.3 Performance Management System 6.3.1 Performance Management System 6.3.2 Data Collection & Analysis 6.3.3 Target Setting 6.4 Financial Management System 6.5 TMA Website

CHAPTER 7 OUTLINE STRUCTURE PLAN

7.1 Brief Introduction 7.2 Visioning and Priority of Stakeholders 7.3 Development Plan 7.4 Historic Growth 7.5 Growth Direction 7.6 Katchi Abadis 7.7 Densification of the Existing Built-Up Area 7.8 Land Requirements for Future Urban Expansion 7.9 Proposals Annex A Annex B Annex C 3

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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 TABLES

Table 2.1: Detail of CO Units in Sambrial Table 2.3: Incremental Population Table 2.2: Population Forecasts for Sambrial Table 3.1: Detail of Posts in Planning Office (TMA-Sambrial) (June, 2011) Table 3.2: Building Control Plan Table 4.1: Road Network Table 4.2: Major TMA Roads Table 4.3: Average Hours of Water Supplied to Households per Day Table 4.4: Detail of daily Water Supply Production & Demand Table 4.5: Operation & Maintenance Table 4.6: Staff Positioning in Water Supply Section Table 4.7: Length of Trunk Sewers Table 4.8: Disposal Station, Muhalla Mughrabi Table 4.9: Disposal Station, Fazalpura Table 4.12: Volume of Solid Waste Generated Land requirement for Sanitary Landfill Table 4.10: Details of establishment in solid waste section Table 4.11: Equipment Available for SWM Table 5.1: Prioritized Projects- Sambrial Table 6.1: Staff Trained under PMSIP Table 6.2: Details of Workshops / Seminars in which TMA Sambrial was invited Table 6.3: Required Updations Table 7.1: Population Projections Table 7.2: Incremental Population

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LIST OF FIGURES and EXHIBITS

Figure 1.1: Flow Chart for Planning Process Figure 3.1: Base Map Figure 3.2: Land Use Map Figure 4.1: Road Hierarchy Map Figure 4.2: Water Supply Map Figure 4.3: Solid Waste Collection Map Figure 7.1: Historical Growth Map Figure 7.2: Density Map Figure 7.3: Proposed Plan – Sambrial Figure 7.4: Structure Plan – Sambrial Exhibit 4.1: Road Network Exhibit 4.2: Open Drain (South) Exhibit 4.3: Disposal Point Exhibit 4.4: Trunk Sewer Exhibit 4.5: Open Drain (North)

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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 staffs who have 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 Sambrial 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 - Sialkot

2.1.1 History

The district takes its name from its headquarters, Sialkot city. It is one of the ancient cities of Pakistan.It is said to have been founded by Raja Sul or Sala of Pando dynasty, hence called Sulkot which subsequently changed to Sialkot. It was about the time of Vikrama Ditya that Raja Salwan built a fort and established the principality of Sialkot. People from remote partsof India came and settled in this area. They introduced the the agricultural and irrigation systems here. During the British rule, it was maintained as a separate district, comprising five Tehsils with headquaters at Sialkot. In 1973 Narowal and Shakargarh tehsils were carved out as Narowal District and now the district comprises of Sialkot, Sambrial, Sambrial and Pasrur tehsils.

2.1.2 Location

The district lies between 74-12 to 74-57 east longitudes and 31-55 to32-51 north latitudes.

2.1.3 Area/Demography

The total area of the district is approximately 3016 square kilometers comprising three tehsils, namely Sialkot, Sambrial and Pasrur. A large area is under cantonment.

2.2 TMA/Town Profile- Sambrial

Sambrial is one of the four tehsils of district Sialkot, namely, Daska, Pasrur, Sialkot and Sambrial. Sambrial was raised to the level of Town Committee in 1967, Municipal Committee in August 1995 and TMA on 1-7-2005.

2.2.1 Location

Sambrial town is located on Silakot-Wazirabad Road. It is bounded on the North- East by Sialkot city, on North-West by River Chenab. Daska is situated on its South- East and Wazirabad on its western side. It is linked with railway net work on Sialkot- Wazirabad railway section.

2.2.2 Area/Demography Sambrial has a population of 297,596 (as per TMA record). The TMA comprises 17 Union Councils, 5 urban Union Councils and 12 rural Union Councils, with three CO units namely: Sambrial, Bhopalwala and BegowalaThe detail of CO Unit is as:

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Table 2.1: Detail of CO Units in Sambrial

Population 1998 1981-98 Avg. Avg. Population CO Unit annual HH 1981 Both growth size Male Female sexes rate (%)

Sambrial 49,574 25,316 24,258 24,432 4.25 7.7

Bhopalwala 14,944 7,497 7,447 10,641 2.02 7.6

Begowala 7,883 3,997 3,886 6,993 0.71 7.2

Source: District Census Report 1998, Population Census Organization, Statistics Division, Government of Pakistan, Islamabad.

According to 1998 census, the city population was 49,574 persons with a growth rate of 4.25 percent per annum.

Population of Sambrial 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 2.2: Population Forecasts for Sambrial

Projected Population for the Year: 2010-2030 2010 2015 2020 2025 2030 81,596 100,424 123,598 152,119 187,221

Table 2.3: Incremental Population

Population Incremental Population 1998 2010-2015 2015-2020 2020-2025 2025-2030 49,574 188,28 23,174 28,521 35,102

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 officers 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 Analysis - Planning Section

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.

Following Table compares the available posts and filled posts.

Table 3.1: Detail of Posts in Planning Office (TMA-Sambrial) (June, 2011)

Sanctioned S.No Post Comments Strength 1 Tehsil Officer (P) 1 - 2 Sub Engineer 1 Additional charge 3 Building Inspector 1 Additional charge 4 Draftsman 1 - 5 Tracer/Surveyor - - 6 Junior Clerk 1 - 7 Naib Qasid 1 - Source: Agency record

As is evident from the above table, important post of draftsman is lying vacant. Other posts are also being held by additional charge personals. As a result, development plans get delayed, causing inconvenience to the general public. All records are manually maintained and no analysis of data is performed.

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3.2 Mapping by PMDFC

At present, with the completion of planning exercise in Sambrial, 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.

3.3 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 and have been sent to the house for approval. There is a requirement that residents after completion of their buildings get a completion certificate from planning office, TMA, but it rarely occurs. There is need of such mechanism that residents have to get the completion certificate. TMA records are being kept manually and are up-to-date.

The following Table compares the available posts and the filled posts in the office of TO (P).

Table 3.2: Building Control Plan

Domestic Domestic Commercial Commercial Total Sr.# Year Plans Plans Plans Plans Revenue Submitted Approved Submitted Approved (Rs) 2008- 1 85 73 26 4 1,116,962 09 2007- 2. 139 85 41 6 2,985,633 08 2006- 3. 116 81 34 4 1,22,270 07 Source: Agency Record

From the above table it is clear that very high percentage of residential plans have been approved as compared to the commercial plans. Rather, one to two percent of the submitted plans have been approved. This is a matter of fact that the fee for commercial plans is high as compared to the residential plans, therefore, it is not submitted by the applicants, or they are reluctant to pay.

3.4 Existing Land use Characteristics

Land use pattern in Sambrial is haphazard and undefined. The city has grown in linear strips on both sides of the railway track. A major trunk road runs parallel to the

DRAFT railway track i.e. Wazirabad-Sialkot Road. This corridor has predominantly commercial activities.

Residential

The residential area of the Sambrial city has emerged overtime in a haphazard pattern. The internal streets are irregular and narrow. The city has a very congested charater. However new areas are being developed along Airport Road where well planned residential areas are being planned.

Commercial

Main bazaar, Jamia Masjid are the areas where commercial activities predominate. Also, Sialkot-Wazirabad Highway is also totally commercial. Kulowal Road, Fazalpura Bazar and part of Daska Road are also commercialized areas. The encroachments along either side of the roads has narrowed its width

Industry

The industries in Sambrial town are scattered all over the town, mixed with other land uses such as residential, commercial. The major concentration of industries is along Circular road. Most of the Agro Engineering units, Flour and rice mills, steel works are located along this road. Whereas small workshops, furniture shops, cutlery works, auto works, trunk manufacturing are scattered all over the town even in very high density residential area this has resulted in stress, congestion and unhygienic living and working condition.

Parks

There is no park in the town.

Grave Yards

There are six graveyards in the town. These are mainly situated in the center of the town. There are two colleges in the town. Government College is situated in the south-western direction and Government Islamia Boys College in the eastern direction of the town. Government Elementary Boys school is located in the center of the town.

3.5 Katchi Abadies

There are two katchi Abadis in Sambrial. The one is Khairat pura with 97 units within it. The other is Fazal pura -1 where 184 residential units are residing.

3.6 Population Density

Here density is the highest. The houses are old, dilapidated and in shabby condition. Street pattern is irregular and haphazard. The other areas with relatively less density are Mohallah Muhammad pura, Mohallah New Dar ul Islam, Mohallah Noor pur,

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Mohallah Hajj pura, Mohallah Rajputan Mandi, Mohallah Nawab Pura and Mohallah Khairat Pura are some of the prominent areas.

The areas with least density are along Noorpur road, and to the north of Lopowal Road. Here new residential developments are being established therefore; most areas are lying vacant.

3.7 Growth Directions

The growth of the town is taking place in linear pattern. This is because the town is located along main transportation rout. The railway track and the arterial road i.e. Wazirabad-Sialkot road passes through the town in east west direction. The town has grown on both sides of the road. To the east of the town there is a canal that acts as a natural barrier for the growth of town, in this direction. Beyond the canal there is negative potential for growth since a number of tanneries are present. To the south of the town there are drains that create lot of smell and pollution. So growth is discouraged. In the west, towards Wazirabad, there development taking place and the town is linearly developing. But the major growth is taking place in northern direction. It is mainly because of the airport being developed.

LEGEND

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N RO RAS O UT FALL DRAIN W E Amreek Pura # LEGEND S

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DRAFT #Y Chowk N Mohalla Titles LEGEND LAND USE - SAMBRIAL W E RO RAS O UT FALL DRAIN S Railway Line

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Road Boundary Figure 3.2: Land Use Map 20 Existing Residential

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CHAPTER 4 STATUS OF MUNICIPAL INFRASTRUCTURE

4.1 Road Network & Street Lights

Sambrial is well-connected to other areas through a network of inter-city roads. The town is linked to Sialkot, Wazirabd and Daska. It is located on a main Provincial Highway Sialkot- Wazirabad road.

Since, Sambrial is not a planned town and grew haphazardly most of the roads are narrow without proper drainage or right of ways. The mixture of fast and slow moving traffic causes delays, traffic jams, congestion, pollution and Exhibit 4.1: Road Network accidents. Main roads of the town are without footpaths and proper street lighting. The main bazars of Sambrial include Main Bazar, Fazalpura Bazar etc.

Table 4.1: Road Network No. Name of Road Controlling Department 1. Sialkot Wazirabad Road Provincial Highway 2. Daska Road Provincial Highway 3. Jhatike Road District Government 4. Kulowal Road District Government 5. All other roads in Town TMA Sambrial

4.1.1 Road Condition

Presently most of the major roads are in good condition or are being built by PHED or TMA as mentioned in the table below. Roads in bad condition are Jata, Babu Ghulam, and Railway etc.

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RO RAS O UT FALL DRAIN N

LEGEND W E Amreek Pura LEGEND S #Y Chow k Road Hierarchy Lopow ali Village d LEGEND a Railway Line Provincial R oads o R TM A R oads #Y C ho wk l Canal a w Road Boundary o Drains # M oh alla Title s l u # K Traf fic Congestion R ailw ay Line J h e C an al ti Kareem P ura ke d R a o o Azam Tow n D rains a R d Faizan Colony Mohalla Q adirabad # # t d r R oa d B ou nda ry oa o LEGEND R Mohalla Nawab P# ura p li r Mohalla Rajputan M andi a i Mughal Tow n w # # # o A Mohalla Rasool Pura # p # R ailway Line o

r W ater Resources W ater Supply Lines # L # Mohalla Rasool Pura 1 Mohalla Noor Pura 2 # #a Fazalpura Mohalla Kharait Pura l z # # a T ubewell 3" # # C anal a n # # # #Y

B a # Chowk O HR s 4" - 6" # Mohalla Hajji Pura C D rains # n #

Mohalla Nek Pura Mohalla Mandi Sambrial# i # b

#a Mohalla Buchar Khana # 8" - 12" # # Mohalla Islamabad a # # # # # # # # # # # # # M # n # # # Sambr#ial Morr e Judicial Compl#ex # # # # To # # # # # # SIALKOT h Mohalla Titles Tehsil Complex # # Ars#had Pura Mohalla Ikram Elahi # # # #Y # # C BAD # IRA # Naw az Colony Mohalla Taj Pura # WAZ # Qazi Ata Colony r To # # # e Talab W ali Abadi # # p # Hameed Colony Ghuman Colony # p Railway Line # # # Mohalla K#ake Zian Mohalla Sultan Pura U # # Mohalla Faqir Mohammad # # A

l Gulberg Tow n Maghrabi Mohalla a # Mohalla Zargaran y # T Canal LEGEND Mohalla Mohammad Pura W Shaheen Tow n Mohalla Rajputan Mohalla Q ila o

a D Mohalla Sherabad A l R ailw ay Line A Mohalla Allay Wali i

a R S Mohalla Shah Jamal m Mohalla Saleem Pura i o Drains K R C an al o a A ad d

# Solid W aste Collection IN LINK DRA Traffic Congestion ALA BEGO WW & Op en He aps #³ Op en Du mp s Molow ali Road Hierarchy R oa d B ou nda ry 300 0 300 600 Meters Provincial Roads

TMA Roads Figure 4.1: Road Hierarchy Map Road Boundary 22

DRAFT

Details of Main Roads in Sambrial are shown below:

Table 4.2: Major TMA Roads

Av. Av. Metalled Kind of Existing Condition S.# Name of Road ROW Width Surface ( 2009 ) Ft Ft 1 Loopwali Road 15 10 TST Good Soling Good (Constructed 2 Noorpur Road 30 10 & PCC by PHED recently) Good (Constructed 3 Jhateke Road 30 15 TST by PHED recently) 4 Kuluwali Road 25 15 TST Bad Mohalla Qadirabad Being constructed by 5 25 15 Soling Road TMA Being constructed by 6 Eidgah Road 30 15 TST TMA 7 Jata Road 40 15 TST Bad 8 Babu Ghulam Malik 20 15 TST Bad Soling 9 Railway Road 30 15 & Bad Kacha Bad, being 10 Awami Road 25 15 TST constructed by TMA 11 Sham Cinema Road 20 12 TST Bad Girls High Scool to Good, some portion 12 20 12 TST Mohalla Shara is in bad condition Masjid Nathsha to TST 13 Qabristan Shah 20 12 (part Bad Jamal PCC) 14 Sitaranwali Road 20 12 Kacha Good Source: TMA (Oct. 2009)

Following roads were constructed in sambrial:

- Road in front of TMA office (P.C.C) with a cost of Rs 0.8 m by TMA - Main Road Loopowali (P. C.C) with a cost of Ra 1.0 m by TMA - Begowal Road metal with a cost of Rs 4.5 m by TMA.

After completion of under construction roads, condition will be improved.

4.1.2 Traffic Congestion & Parking

The road system is congested, especially in the central town. The road congestion is shown in black dots in the Road Hierarchy Map. Main roads such as Non-functional of bus stand Signaling is not present Haphazard parking, street hawkers and shops combine to obstruct traffic and underutilize right-of-way. Lack of pedestrian facilities Poor enforcemen

DRAFT

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.

4.1.3 Needs

Following are the proposed projects for improvement of roads network and traffic system in Sambrial.

- Construction of Railway Road, Babu Ghulam Road, Jata Road - By-Pass Road at south part of the town joining Daska Road and Main Wazirabad- Sialkot Road

4.1.4 Street Lights

Detail of street lights is shown in Annex A. The data was gathered through PMS, PMDFC and has been collected by TMA staff monthly. Data for September, 2009 show that out of total 795 street lights maintained by TMA in three union councils only 50 i.e only 6 % were not in working order. The percentage of street lights not working in 2008 was on average 20 %. Therefore, TMA has improved its service delivery in street light sector.

4.2 Water Supply

4.2.1 Service Area

Service level and areas served are shown in Annex B. On an average 12 hours of water supply is being supplied to the households. This service is very high compared to other towns in Punjab. Direct pumping is a factor for having this high level of service.

Un-served Areas

Un-served water supply areas consist of: Moh Darul-ul-Salam, Moh. Allaywali, Moh Qazian, Moh Sherabad and Moh Bucha khana. Mohallas with low pressure are Moh Buchar Khana, Moh Qadirabad, Moh Allaywali and Moh Qila.

4.2.2 Drinking Water Sources

Adequate quantity of ground water of potable quality is available in the area. Seven tube wells are presently operating to meet the water requirements. Detail of tube wells and pumping machinery are given in Annex – B.

The existing house connections are about 3,240. Existing water charges are Rs.40 per month, the security deposit is Rs.600. For commercial purposes, the security deposit is Rs. 800 per connection and water charges is Rs.150 per month on flat rate basis.

DRAFT

The tube wells operate intermittently and usual timings of operation are presented in the following Table:

Table 4.3: Average Hours of Water Supplied to Households per Day Average Hours of Water Supplied to Households per Day For the Month of September 09 TMA Sambrial Total Total Total hours Avg. hours operational OHR Name / hours water water Tubewell Name / No. Seved Localities hours of No. water supplied to supplied to tubewells supplied HH during localities OHR 1 Mohalla water works, Near Shama Tubewell No. 1 (Water supply 278.00 (Water 8 sanima, Kashmir Garha, Mohalla 270.00 9.00 scheme - Water Works) works) Sheikhan, Mohalla Loharan Tubewell No. 2 (Water supply Mohalla Noorpura, Karim pura, Karam 278.00 9 269.00 8.97 scheme Noorpura) abad, Qadirabad OHR 2 Tubewell No. 3 (Water supply Mohalla Wadda Wadda Bagh, Moor 278.00 (Wadda 8 270.00 9.00 scheme - Wadda Bagh) Masjid, Nawaz Colony, Meiraj pura Baggh) Tubewell No. 4 (Water supply Mohalla Fazal pura, Khera patura, 277.00 7.00 270.00 9.00 scheme - Fazalpura) Nawab pura, Haji pura Tubewell No. 5 (Water supply Mohalla Mohammad pura, Ali Wali, Dar- 275.00 8.00 267.00 8.90 scheme - Mohammad pura) us-salam, Sultan pura Mohalla Rasool pura, Sabir abad, Naik Tubewell No. 6 (Water supply 265.00 7 pura, Hashiq pura, Mohalla Sabzi pura, 258.00 8.60 scheme - Rasool pura) Mandi wala, Bouchar Khana Mohalla saleem pura, Mohalla Sheikhan, Tubewell No. 7 (Water supply 272.00 8 Shair abad, Altaaf pura, Mohalla 264.00 8.80 scheme - Saleem pura) Maghrabi, Mohalla Disposal Works Total 1868.00 62.27 Average hours of water supplied to households (Sambrial City) per day during the month = 8.90

Motor No. of Tube Well Location Pump Motor Controls Hours No Head Type Condition Type RPM BHP Condition Operated 1 Kachery Road 1.5 6 450 Verticle 1400 30 ok 18 2 Near Rest House 1.5 6 450 Verticle 1400 30 ok 14 3 College Road 1 5 500 Verticle 1400 25 ok 18 4 Sambrial Road 1.5 6 400 Verticle 1400 30 ok 14 5 Near Civil Hospital 1 5 400 Verticle 1400 25 ok 14 Bridge Bhokrey, Daska 6 Kalan 1 5 450 Verticle 1400 25 ok 14 7 Bus Stand 1.5 6 450 Verticle 1400 40 ok 14 TMA Records

LEGEND

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N RO RAS O UT FALL DRAIN W E Amreek Pura S LEGEND

Railway Line Lopow ali Village LEGEND d W ater Resources W ater Supply Lines #Y a Chowk o Canal Tubewell 3" R #Y C ho wk l

a OHR s 4" - 6" Drains w # M oh alla Title s o l 8" - 12" Mohalla Titles u R ailw ay Line K J h e C an al t Railway Line i Kareem P ura ke d R a D rains o o Azam Tow n a R d Faizan Colony Mohalla Q adirabad t R oa d B ou nda ry d r Canal oa o R Mohalla Nawab Pura p li r Mohalla Rajputan M andi i Mughal Tow n wa o A Mohalla Rasool Pura op r L Mohalla Noor Pura 2 a l Drains Mohalla Rasool Pura 1 Fazalpura Mohalla Kharait Pura z a a n

B a Mohalla Hajji Pura C n

Mohalla Nek Pura Mohalla Mandi Sambrial i b Mohalla Buchar Khana a Mohalla Islamabad a Water Resources M n Judicial Complex Sambrial Morr To SIALKOT e Tehsil Complex #Y Arshad Pura Mohalla Ikram Elahi h ABAD Naw az Colony C o WAZIR Mohalla Taj Pura Qazi Ata Colony r T Talab W ali Abadi e p Tubewell Hameed Colony Ghuman Colony p Mohalla Kake Zian Mohalla Sultan Pura U Mohalla Faqir Mohammad A

l Gulberg Tow n Maghrabi Mohalla a

Mohalla Zargaran y

W OHRs Shaheen Tow n Mohalla Rajputan Mohalla Mohammad Pura o Mohalla Q ila

a D Mohalla Sherabad A l A Mohalla Allay Wali i

a R S Mohalla Shah Jamal m Mohalla Saleem Pura i o K R o a Water Supply Lines A ad d IN LINK DRA WW ALA BEGO 3" Molow ali 300 0 300 600 Meters 4" - 6"

8" - 12" Figure 4.2: Water Supply Map 26 Road Boundary DRAFT

4.2.3 Water Distribution Network

Nearly 70 % of the Sambrial Town is covered by water supply whereas the rest of the Piped water supply is available for the distribution of potable water in the town. As per available data/ information pipe sizes ranging from 3” to 12“ i/d have been used in the distribution systems. Different pipe materials have been used in distribution system transmission mains like Cast Iron (CI), Asbestos Cement (AC), PVC pipes and Galvanized iron (GI) pipes.

Some pipes are leaking and rusted up. This was informed by TMA that such pipes have been replaced while some are being replaced whenever it is required. So replacing of GI, CI pipes is a continuous process being done by TMA.

4.2.4 Water Storage

There are two over head reservoirs in the town. OHR-1 was built in 1964 having capacity of 30,000 gallons. It is connected with Tube Well - 1 and is cleaned twice a year. OHR-2 was built in 1986 with concrete and has a capacity of 40,000 gallon. It is connected with Tube Well – 3 at Wadda Bagh.

4.2.5 Water Demand

Table 4.4: Detail of daily Water Supply Production & Demand

Present Water Production Water Production Tube Designed Hours of with present with 16 working Well Location Capacity Operation working hours hours No. Cusec Hrs Gallons Gallons Mohallah Water 0.5 9 101,250 180,000 1 Works Mohallh Noorpura 0.5 9 101,250 180,000 2 More Sambrial 0.5 9 101,250 180,000 3 Fazalpura 0.5 9 101,250 180,000 4 Mohallah Aliwalai 0.5 9 101,250 180,000 5 Mohallah Rasoolpura 0.5 9 101,250 180,000 6 Mohallah Saleempura 0.5 9 101,250 180,000 7 Nawaz Colony, 0.5 9 101,250 180,000 8 Mohallah Fazalpura Near Graveyard, 0.5 9 101,250 180,000 9 Mohallah Fazalpura Total 911,250 1,620,000

Daily demand taking 40 g/d/c as a standard is 3,006,560 gallon/day.

DRAFT

Comparing with the above table the water produced is not fulfilling demand of the present population for average daily demand. There are many areas that are not served by water supply in Sambrial. Future growth areas would demand additional water. Therefore additional sourced would be needed in near future.

Chlorination

The system is not having any gas or hypo-chlorinators. However, in rainy season treatment is done manually by adding bleaching powder solution into the over head reservoirs.

Table 4.5: Operation & Maintenance

Nr. Period of the From To Hours Day 1. Morning 5:00 am 8:30 am 3-1/2 2. Mid Day 12:00 am 2:00 pm 2.0 3 Evening 5:00 pm 8:30 pm 3-1/20 Total 9

Table 4.6: Staff Positioning in Water Supply Section

Sr # Post No. of post Vacant Designation 1 Water Rate Clerk 1 2 Tubewell 14 8 Operator 3 Plumber 2 1 4 Helper Plumber 2 1 5 Mali 1 0

The existing house connections are about 3,240. Water supply Tariff (domestic/commercial/industrial) per month is Rs 40 for domestic & Rs150/month for commercial. Tariff was revised on 1-7-2004

4.2.6 Needs

Water supply is satisfactory in the town as most of the town is covered with the network. It is a sweet water zone. Few areas have problems of low pressure a mentioned above. PHED has recently installed two motors at Nawaz Colony and near graveyard Fazalpura. It has improved water supply situation in the town. Water supply hours to household are also sufficient e.g. 9 hours per day in most areas which is quite high as compared with other cities in Punjab.

4.3 Sewerage System

PMDFC has initiated a sewerage scheme in Sambrial town under PMSIP of a cost of Rs. 154 million.that under implementation stage and 15% work has been completed.

DRAFT

The existing sewerage system comprises two zones; the Railway Track passing through the town is the dividing line of the two zones. The zones may be named as:

Southern Zone; and Northern Zone

Recently constructed-rehabilitated Wazirabad-Sialkot Road also divides the town into two portions and its height has been so kept that it has further aggravated the situation with respect to sewerage and drainage. The height of the embankment is inhibitory to the natural drainage of the town area.

Existing system comprises open drains and underground sewerage. Almost the entire town is served by open drains with the exception of four trunk sewers which take away sewage from the open drains to the final disposal points. Length of trunk sewers is included in the following table:

Table 4.7: Length of Trunk Sewers

Nr. Trunk Sewer Length, feet 1. Main Bazzar, Fazalpura 3,300 2. Sambrial Railway Crossing to 3,132 Muhalla Maghrabi Disposal 3. Galla Mandi(Grain Market) Road to 3,500 Fazalpura Disposal 4. Street Nr.9 to Muhalla Khairpura 2,000 Total 11,932

The size of trunk sewers varies from 9 inches diameter to 30 inches diameter. The pipe material is reinforced cement concrete.

South Zone

The sewage from open drains is disposed off into the trunk sewer through grated catch pits. The catch pits performance is not so satisfactory. Floatable material, plastic bags clog these bar screens frequently and their cleaning operation lacks proper attention.

Moreover, on the day of reconnaissance, the Exhibit 4.2: Open Drain (South) manholes were found full of sewage as if the trunk sewer is functioning under „surcharged condition‟. The situation is reported to be usual.

In addition, the floatable material taken out of the catch pits is usually thrown in the close vicinity of the catch pit and its proper disposal within a reasonable time is not carried out; results in nuisance, foul odors and flies and mosquito breeding. Almost the entire catch pits particularly the top cover are substandard, broken, and sometimes without any cover. As such these locations create unhealthy situation.

DRAFT

At locations, excessive settle able solid entering the underground sewerage system has been noticed. Previously, the situation was very bad and on shifting of cattle from the locality, the situation has improved now.

At locations, there are unlined open drains which collect sullage for disposal into the seepage drain.

The sanitary situation at such locations is grave and Exhibit 4.3: Disposal Point combined effect of surface water during rains and overflows from these drains create havoc for the local population.

Waste water as well surface run off from north side of the Railway track passes through the drain located under the track; the passage is in miserable condition; silt deposit have disfigured the drain and frequent overflow are experienced.

Dumping of solid wastes into and close to such open drains has further aggravated the situation. The abnormal size of open drains in the context of street width, poor maintenance and frequent blockages are adding to the deteriorating sanitary situation in the town. Vegetation growth is also taking place at such locations. The open drain passing through the town and acting as overflow for existing sewerage is blocked with solid wastes and at locations, the condition is alarming.

Some of the streets are being renovated by way of concreting; brick ballast has been laid as preparatory for the pavement. Open drains with unnecessary large width, lesser slope insufficient to provide self cleansing velocity and consequent silt deposits are a common scene in the town.

DRAFT

Table 4.8: Disposal Station, Muhalla Mughrabi

S. Nr. Description Numbers Size Remarks

1. Bar Screen I 18.5‟ x 9.25‟ The condition is Chamber not so satisfactory 2. Collection I 30‟ diameter, The condition is Tank about 4 feet satisfactory below invert level 3. Pump 1 15‟ diameter The condition is House not so satisfactory 4. Pumping 1 Centrifugal The condition is Machinery pump 5”x6”, satisfactory capacity 1.5 cusecs 5. Forced About 50 12 inches Mild steel pipe, Main feet diameter condition is satisfactory 6. Final Into the Disposal seepage drain

The pump at the disposal point is operated intermittently; the criterion is that when sewage is filled up to about 4 feet above crown of incoming sewer, the pump is started. The signs to this effect are visible at the internal surface.

It is noticed that at times, the sewage reaches to the top level about 2 feet below the top of the collection tank. Under the situation, the entire upstream length of trunk sewer is under „surcharged‟ conditions. The adverse affects of the surcharge are obvious: silt deposits in addition to overflows disturbing the normal life of the beneficiaries.

The overflows during surcharged condition of the sewer Exhibit 4.4: Trunk Sewer discharge into existing open drain passing through the town and leading to seepage drain towards south of the town, create insanitary conditions.

The practice so adopted is one of the main causes of silt deposits in the underground sewerage. According to report, the trunk sewer was totally blocked at one time and with great effort, it has been de-silted. In southern part of this zone, there exist open drains, ultimately discharging to the seepage drain. The size of the drains in small – narrow streets is noticed to be obstruction in normal functioning of the streets. In addition, the invert slopes of these drains appear to be lesser which cannot provide self-cleaning in the system

DRAFT

North Zone

Open drains and sewer sub mains (2-numbers) in this zone are received by trunk sewer of size 9 inches-30 inches diameter for ultimate disposal into the seepage drain. Although a lift station has been installed at the final disposal point, called the Fazalpura Disposal Station, the sewage is flowing under gravity. Even during high water level in the seepage drain, surcharging of the sewer has not been reported. Exhibit 4.5: Open Drain (North)

The characteristics of the Fazalpura Disposal Station are included:

Table 4.9: Disposal Station, Fazalpura

S. Nr. Description Numbers Size Remarks 1. Bar Screen I 18.5‟ x 9.25‟ The condition Chamber is no so satisfactory 2. Collection I 30‟ diameter, The condition Tank about 4 feet is satisfactory below invert level 3. Pump House 1 15‟ diameter The condition is not so satisfactory 4. Pumping Nil 25 KV Machinery generator set 5. Forced Main About 50 12 inches Mild steel feet diameter pipe, condition is satisfactory 6. Final Disposal Disposal under gravity

The disposal station since its completion is not used; the necessity of installing pumping machinery has never arisen. As such the construction of the disposal station when sewage can conveniently finds its way into the seepage drain under gravity, appears to be waste of financial resources.

The system of sewerage is similar to the one in the southern zone i.e. open drains carry sewage for discharge into the trunk sewer through grated catch pits.

DRAFT

4.3.1 Needs

PMSIP SUB-PROJECT

Improvement in Existing Sewerage System

De-silting of existing sewers is necessary to make the system functional by providing sewer cleaning machines.

Construction of New Sewerage System

A new sewerage system in the town covering 731 acres is required to be provided with sewerage facility to eliminate health hazards being created by the existing system.

Shifting of Existing Disposal Station

New disposal station will be constructed towards western side of the town along left side of Kach Begowala Link Drain approximately 1,000 ft downstream from Daska- Sambrial road. It is almost 1500 ft away from existing disposal station of muhalla Maghrabi. The existing disposal station will have to be abandoned due to the following reasons: Existing disposal station is right in the populated area and creating nuisance for surrounding residents. A sullage carrier of 1500 Rft would have to be constructed to carry a discharge of 18 Cusecs which would be an extra burden on the project. Due to presence of the slaughter house in courtyard of disposal station, very unhygienic situation is created which needs immediate amelioration and necessitates the shifting of disposal station. Keeping this disposal station intact a force/pumping main of 1500 Rft length will be required thus increasing operation and maintenance cost.

Provision of Waste Water Treatment Facility

Waste water treatment ponds will be constructed just adjacent to proposed disposal works. To avoid environmental hazards, it is necessary to discharge waste water into irrigation drain after primary treatment.

Total estimated cost is approximately Rs 154 millions. The project has been tendered out.

DRAFT

4.4 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 Sambrial 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.

4.4.1 Collection System

Primary collection is done by sanitary workers in streets and roads. They start work at 5 am and work till 11 am for the first shift. 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 Sambrial Town has secondary collection points but this number goes on changing as per need of the sites and town. Sweeping is done manually and no mechanical sweepers are available.

In Sambrial door-to-door primary collection is done in three parts of the town. Firstly, it is done in Qila Sambrial which is located at a higher elevation. Streets in this area are not wide. TMA has donkey carts are taken to each house. Secondly, door to door collection is also done in Fazalpura area. Thirdly, Main Bazar Street No. 1-9 is also covered with door-to-door collection. According to TMA staff and union nazims of these areas the practice is fairly successful. About 80 % of the residents participate in this exercise and it is very helpful to remove solid wastes from their areas.

Tractor trolley starts its work from TMA office. It collects heaps designated at various points in the town. On average it takes 4 trips to the dumping sites. As streets are narrow in most part of the town, tractor trolley only covers main roads that are wide enough.

Existing Collection Points

The solid waste is being collected at under mentioned points in the town for further disposal to land fill sites. There are no permanent masonry collection points or skips in Sambrial. All collection points are open heaps.

4.4.2 Service Level

Due to shortage of equipment and manpower TMA Sambrial is not able to serve the entire area of the town. Some areas have good service delivery level whereas other having lesser attention gets poor service. Much of the area is un-served and heaps of solid waste accumulates in these areas and some of them are removed only when they exceed the toleration level. The service level in the town is stated as under:

DRAFT

According to PMS, PMDFC data of September, 2009 shown in Annex C, eighty eight (88) % of solid waste generated is being collected and disposed of. This percentage is satisfactory in comparison to other TMAs. This value also indicates improvement as compared with 2008 collection percentages that were around 60s.

4.4.3 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 and along major roads going out of the town. Solid waste is also disposed in open plots in order to fill them.

The present system of SWM is deficient in performance; deficiencies have been noted in communal storage, street cleansing, collection vehicles like handcarts, donkey carts and tractor trolleys, and disposal in the form of open dumping. The system is not performing as intended; the main grounds are described as under:

4.4.4 Operation & Maintenance

Details of establishment in solid waste section are as follows:

Table 4.10: Details of establishment in solid waste section

Sr # Post Designation No. of Vacant post 1 Sanitary Inspector 1 0 2 Sanitary Supervisor 3 0 4 Tractor Trolly Driver 6 3 5 Sanitor Worker 70 0 6 Donky Cart 10 0

Table 4.11: Equipment Available for SWM

Handcarts 15 Working Order Water Tanks 2 Working Order Donkey Carts 10 Working Order Tractor operated trolleys 3 Working Order

4.4.5 Needs

The town is generating about 35tons (taking 0.412 kg/c/day generation) of solid waste/day which is expected to increase to around ton/day by 58.36 tons/day by 2020. Following table provides information about generation in future years.

For a 10 year span at least six (6) acres are needed. For twenty years sixteen acres are required in the town.

DRAFT

Table 4.12: Volume of Solid Waste Generated Land requirement for Sanitary Landfill Volume of Solid Waste Generated and Land Requirement for Sanitary Landfill - Sambrial Daily Collection Total Area Required Vol. for Collection Yearly Vol. Area for Landfill Including 10% Year Population Per Capita Total Waste Total Wt. Total Vol. Landfill Efficiency for Infrastructure kg Tons % Tons m3 m3 m3 Acre Acre 2009 78359 0.400 31.34 80.0 25.07 21 7,627 7,627 0.38 0.41 2010 81690 0.406 33.17 80.4 26.67 22 8,111 15,738 0.78 0.86 2011 85161 0.412 35.09 80.8 28.36 24 8,625 24,363 1.20 1.32 2012 88781 0.418 37.13 81.2 30.15 25 9,172 33,534 1.66 1.82 2013 92554 0.425 39.29 81.6 32.06 27 9,753 43,287 2.14 2.35 2014 96487 0.431 41.58 82.0 34.09 28 10,370 53,657 2.65 2.92 2015 100588 0.437 43.99 82.4 36.25 30 11,027 64,684 3.20 3.52 2016 104863 0.444 46.55 82.8 38.55 32 11,724 76,408 3.78 4.15 2017 109320 0.451 49.26 83.2 40.98 34 12,466 88,874 4.39 4.83 2018 113966 0.457 52.12 83.6 43.57 36 13,254 102,128 5.05 5.55 2019 118810 0.464 55.15 84.0 46.33 39 14,092 116,220 5.74 6.32 2020 123859 0.471 58.36 84.4 49.26 41 14,982 131,201 6.48 7.13 2021 129123 0.478 61.75 84.8 52.37 44 15,928 147,130 7.27 8.00 2022 134611 0.485 65.34 85.2 55.67 46 16,934 164,063 8.11 8.92 2023 140332 0.493 69.14 85.6 59.19 49 18,002 182,065 9.00 9.90 2024 146296 0.500 73.16 86.0 62.92 52 19,138 201,203 9.94 10.94 2025 152513 0.508 77.41 86.4 66.89 56 20,345 221,548 10.95 12.04 2026 158995 0.515 81.92 86.8 71.10 59 21,627 243,175 12.02 13.22 2027 165752 0.523 86.68 87.2 75.58 63 22,990 266,165 13.15 14.47 2028 172797 0.531 91.72 87.6 80.34 67 24,438 290,603 14.36 15.80 2029 180141 0.539 97.05 88.0 85.40 71 25,977 316,580 15.65 17.21

TMA has got a capacity of managing only around 88 % as shown in Annex C with the existing equipment and manpower. If the management capacity of TMA is not improved, the town will face serious environmental threats with heaps of solid waste emerging up in street, bazaars, open spaces and even in play grounds.

Service level would also need to be improved as more population is expected to reside in newly developed areas. More machinery and equipment would be needed. Present dumping site would have to be shifted outside town.

LEGEND

DRAFT

N RO RA S O UT FALL DRAIN W E

Amreek Pura LEGEND S Railw ay Line Lopow ali Village Can al LEGEND d a

R #Y C ho wk Solid W aste Collection l

a & Op en He aps # M oh alla Title s w o l u #³ Op en Du mp s R ailw ay Line K J Roa d B ou nda ry h C an al e ti Kareem P ura ke d R a D rains o o Azam Tow n a R d Faizan Colony Mohalla Q adirabad t R oa d B ou nda ry d & r LEGEND oa o R Mohalla Nawab Pura p &li r Mohalla Rajputan M andi i Mughal Tow n wa & R ailway Line o A W ater Resources W ater Supply Lines Mohalla Rasool Pura op r L&

a l T ubewell 3" Mohalla Rasool Pura 1 Mohalla Noor Pura 2 Fazalpura Mohalla Kharait Pura C anal z a

& a n

O HR s 4" - 6" B a D rains Mohalla Hajji Pura C & n & #Y Mohalla Nek Pura Mohalla Mandi Sambrial i 8" - 12" b Chowk Mohalla Buchar Khana a Mohalla Islamabad & a & & & & & &M & & & & n Sambrial Morr & & & & e Judicial Complex & & & To Tehsil Complex & Arshad Pura Mohalla Ikr#³am Elahi SIALKOT h #Y & #³ #³ C ABAD& Naw az Colony & o WAZIR Mohalla Taj Pura Qazi Ata Colony & & r Mohalla Titles &T & Talab W ali Abadi & & & e Hameed Colony p Ghuman Colony p & & Mohalla Kake Zian Mohalla Sultan Pura U Mohalla Faqir Mohammad A & & l Railway Line l Gulberg Tow n M&aghrabi Mohalla a

Mohalla Zargaran y

T Shaheen Tow n Mohalla Rajputan Mohalla Mohammad Pura W o Mohalla Q ila

a D Mohalla Sherabad A l Canal A Mohalla Allay Wali i w a R S Mohalla Shah Jamal m Mohalla Saleem Pura i o K R o a A ad d Drains DRAIN ALA LINK BEGO WW Solid Waste Collection Molow ali 300 0 300 600 Meters & Open Heaps #³ Figure 4.3: Solid Waste Collection Map Open Dumps Road Boundary

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4.5 Fire Fighting

Presently, no fire fighting system exists in Sambrial. Not many fire incidences take place but it is an essential municipal service. TMA has earmarked a space for development of fire fighting station at children‟s park.

4.6 Parks

4.6.1 Existing Parks

There is a small children‟s park maintained by TMA near boy‟s school. There is an imminent need of a good size park in the town.

TMA is interested in providing park facility for citizens but availability of land is a big issue in Sambrial. Price of land has escalated in recent years and availability had gone down. According to the planning standards adopted by the government of the Punjab there shall be at least 5 -7 % of the area under parks.

4.6.2 Needs

Two parks one in north part of the town and one in south are needed.

4.7 Slaughter House

Slaughter house was visited by planning team, PMDFC with sanitary inspector. During discussions with Tehsil Nazim and sanitation staff it was noted that TMA has realized that slaughter house has now been surrounded by inhabitants and schools causing public nuisance and could lead to spread of infectious diseases.

4.7.1 Existing Situation

Existing slaughter house is located at the Ghulam Nabi Road. The slaughter house was developed when there were few inhabitants around it. Now, it is surrounded by houses and a girl‟s primary school is not far from the present site. It is located on TMA‟s Disposal Station. At back of the slaughter house there is a plot. A drain passes at one side of the slaughter house. Dimensions are 58‟ x 13. It consists of only one hall that is used as a slaughtering and skinning hall. Large animals are not slaughtered in this place as this is a small facility. They are slaughtered at a Mohalla bochad Khana located at Kulwali Road. The practice is unofficial but TMA is unable to provide service to slaughter large animals at its own. There is sufficient parking space at front of the slaughter house, though, it is uncovered. There is only one shift that starts at 4 am and ends at around 8 am and about 55 - 60 small animals are brought each day for slaughtering.

Water Supply System

Water is available from TMA public water supply system by of ¾” dia pipeline connection. Additionally the facility also have its own motor of 15 hp installed on a bore. There is a water storage tank at top of the right shed. It is 7 x 5 x 5 feet.

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Usually, there is no water shortage at this facility.

Drainage System

Effluent disposal is discharged into the sewerage channel (nallah) flowing at one side of the slaughter house without any treatment. Effluent is being mixed with open sewerage channel.

Solid Waste

Solid waste is not stored or treated at the site as there is no space allocated for the purpose. Although, it is collected daily by SWM staff and disposed off with regular waste in open dumping places. As a result citizens living around the place are not affected by the solid wastes but they do cause environmental concerns at their disposal points.

The veterinary doctor is on honorarium of Rs. 800/- per month. As the slaughter house is located on the disposal, disposal staff such as sanitary worker and chowkidar (guard) is engaged in additional duties to maintain the slaughter house. Overall supervision is performed by sanitary inspector.

4.7.2 Needs

Presently, people are forced to purchase unhygienic meat which is slaughtered illegally, especially the big animals. Shopkeepers are unable to go to slaughter house due to inadequate facilities. Large animals are being slaughterd in Mohalla Buchad khana resulting in inadequate disposal of solid waste and effluents. People of this area specially school children face difficulties due to nuisance, mosquitoes and flies. Hence shifting of this slaughter house into a large facility is required at the earliest.

The population of TMA Sambrial has grown rapidly in recent years. The nutrition needs of the population have multiplied and efforts are being made by the TMA to cater to the same. The complaints from locals are increasing day by day as this slaughter house is a nuisance to local people.

Existing slaughter house is not capable of fulfilling the present slaughtering requirements as well as social issues are increasing each day. Keeping in view, these problems, TMA Sambrial is planning to shift the slaughter house. But, suitable site for slaughter house is not available.

Present slaughter house is located in midst of population. It is a small slaughter house and cannot fulfill needs of the town. Large animals are not even slaughtered at this place. Therefore, a large slaughter house is needed immediately away from town. Quality of meat obtained after slaughtering at this unhygienic site could lead to diseases. Stakeholders are demanding re-building of this slaughter house.

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CHAPTER 5 WORKSHOP ON VISIONING AND PRIORITIZATION OF DEVELOPMENT SECTORS

5.1 Methodology for Project Prioritization

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.

The following methodology was adopted for the prioritization process:

5.1.1 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.

5.1.2 Stakeholders Consultative Workshop

The work shop was held on 12th September, 2007, in TMA complex, Sambrial. It commenced at 12:00 p.m. and was concluded at around 2:30 p.m.

The stake holders were mainly the representatives of the Tehsil Council and Union naib nazims, from urban UCs of TMA Sambrial.

The workshop was formally started with a presentation given by PMDFC on the existing situation of the town and proposed list of sub projects. 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 e.g. the stakeholders identified a number of sites for the development of a park in the town, as it is nonexistent in the town.

The participants were divided into 3 groups at random, but it was ensured that people from same UC may not be included in the same group. Each group comprised of 15 persons.

In the first round, inter-sector prioritization was done. Each group was given a list of sectors i.e. roads, water supply, sewerage etc. They were first to label their priority

DRAFT before each sector e.g. if they thought drains was the most important problem of the town they were to assign 1 before drains, etc.

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, the inter-sector prioritization was finalized. The priority-wise projects were then entered in intra-sector priority matrix, and sub-projects finalized on the basis of frequency of responses.

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5.2 Prioritized Development Projects

Table 5.1: Prioritized Projects- Sambrial

Sector Sector Priority Solid Waste Management 1 Sewerage System 2 Roads 3 Water Supply 4 Street lights 5 Parks 6 Fire Fighting 7 Slaughter House 8

The prioritization process calls for the road map for the allocation of resources for the TMA.

The second on the priority list were sewerage and roads on third.The roads were repoted broken, with lot of encroachment which led to further traffic congestion and environmental degradation. But as PMDFC had already taken up the scheme for roads and solid waste management, therefore, sewerage has the top priority.

The Planning process adopted minimizes 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.

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CHAPTER 6 SITUATION ANALYSIS AND PMDFC INTERVENTIONS

TMA Sambrial is no different than other TMAs of Punjab in terms of lacking institutional and individual capacity required to meet post devolution challenges. Initial field appraisal carried out by PMDFC revealed that:

1. TMA staff was never offered much needed computer training and necessary hardware essential for creating an automated office environment. 2. Information flow within the TMA and with its stakeholders was quite rudimentary and means of communication adopted were notice board and word of mouth. 3. The complaint center, a mandatory requirement of PLGO 2001, was not formally established. Complaint resolution was devolved to the level of union councils where complaints related to CO Office were resolved by relevant staff. However complaints‟ resolution was without a set of standard operating procedures and lacked coordination amongst TMA staff. As PMDFC is geared towards improving the skills of TMA staff and considers improvement in service delivery inconceivable without a strong human resource base, it introduced human resource development initiatives unprecedented at TMA level under the umbrella of PMSIP. Since, PMSIP aims to improve performance and service delivery of TMAs - office automation is identified as the first step towards achieving these goals.

6.1 Capacity Building / Trainings

Field assessment of TMA Sambrial reveals that there is a dearth of I.T skills in the TMA. The staff in Engineering, Finance, Planning and Regulation offices has not received I.T. trainings. 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, TMA website etc.

PMDFC aims to develop the human resource base of its partner TMAs and considers improvement in service delivery inconceivable without a strong human resource base. TMA staff with right skills set can be expected to provide timely, cost- effective and reliable services to citizens.

In view of the above and on the request of TMA Sambrial for basic computer training for its staff, PMDFC has funded computer training for the 18 TMA officials, at Government Islamia Degree College, Sambrial from July 1, 2006. Training Instructor is qualified and MCS degree holder.

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Table 6.1: Staff Trained under PMSIP

No. of Staff Sr. No. PMSIP Intervention Trained

1. Basic Computer training 18

2. Complaint tracking system 2

Automatic level machine provision 2

Total 22

6.2 Complaint Cell

Section 188 of PLGO 2001 lays down for the establishment of a complaint cell at the Tehsil level. It states:

“Every District Government, Tehsil Municipal Administration, Town Municipal Administration and Union Administration shall set up a complaint cell for redress of grievances within the ambit of their responsibilities under this Ordinance.”

The Tehsil Nazim and the TMO were involved in setting up a complaint cell at the TMA office. The complaint cell was established under the supervision of the TMO was nominated by the TMO to record complaints at the complaint cell..

The Complaint Tracking system was introduced in TMA Sambrial in two steps: 1) Manual Complaint Tracking System and 2) Computerized Complaint Tracking System. In Manual system a standard design of complaint register was developed by PMDFC and the register was handed over to the TMA. A one day hands-on training was given to the officials in accordance with the standard operating procedures developed by PMDFC for complaint resolution. For computerized system PMDFC developed in-house software for complaint resolution and handed over to TMSA after requisite training. A computer and a printer were also provided to the TMA with this software. Both systems track type of problem and its resolution details.

PMDFC hopes that its ground breaking interventions will go a long way in the human resource development of TMA Sambrial and its staff once equipped with right skills set can be expected to provide timely, cost effective and reliable services to the citizens of Sambrial.

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

DRAFT lights and sewerage. However, there was lack of data tracking, updation and reporting culture.

6.3.1 Performance Management System

Performance Management System in TMAs is one of the key institutional development components of performance improvement plan (PIP) that PMDFC is implementing in partner TMAs. PMDFC has taken the initiative of implementing PMS in its partner TMAs, under the guidance of Mr. Harry P. Hatry and Ms Rittu Nayyar Stone from Urban Institute Washington and World Bank. In March 05, a team of experts from Urban Institute visited PMDFC and arranged a two days workshop (19 & 21 March 05) at Hotel Avari, Lahore on Performance Management System.

Table 6.2: Details of Workshops / Seminars in which TMA Sambrial was Invited

Sr. Date Duration Workshop Title Participants # From To Workshop on Tehsil Nazim, 1 10.8.05 10.8.05 One day “Performance TMO, All four Management System” TOs Workshop on “Improving Service Delivery TMO, All four 2 29.8.05 30.8.05 Two days Through Strengthening TOs TMAs” Orientation seminar for Tehsil Nazims on Tehsil Nazim, 3 19.11.05 19.11.05 One day “Punjab Municipal TMO Services Improvement Project” Meeting on selection of Tehsil Nazim, 4 15.12.05 15.12.05 One day core performance TMO, All four indicators TOs Workshop on “Improving Tehsil Nazim, 5 24.01.06 27.01.06 Four days Performance TMO, All four Management” TOs Workshop For Tehsil 6 03.07.06 03.07.06 One day Nazims on Tehsil Nazim Implementation of PMS Workshop on Baseline Value Procedures for 7 10.7.06 10.7.06 One day TMO & TO (I&S) Service Delivery Indicators Workshop on Rating of 8 18.7.06 18.7.06 One day TMA Roads through Sub-Engineers Trained Observer Workshop on Survey of 9 19.7.06 19.7.06 One day Nominated staff TMA Parks

6.3.2 Data Collection & Analysis

Before initiation of PMS, there was lack of data collection and reporting culture particularly in municipal service delivery. After development of performance indicators and selection of core indicators, data collection formats were developed and shared with the TMAs during the two workshops held in July 05 (3 & 10 July). Trainings were also provided to TMA staff where required for data collection. The last 45

DRAFT two workshops were arranged to train the nominated TMA staff for road rating and parks survey. TMA Sambrial was then asked to collect and report data on core performance indicators by the end of July 06, which was used as baseline for year 2006-07.

It almost takes more than four months to clean the data and get the reports in given reporting formats. The reporting formats were developed as per discussions with relevant TMA officials. Data for the reported period was analyzed and its cleaning was done.

6.3.3 Target Setting

After finalization of baseline values during the month of Dec 06, TMA was facilitated to set target values against each performance indicator. Target setting was based on the analysis of present infrastructure, cost of providing services, revenue from services and available resources for any up-gradation/repair/maintenance of municipal services. The targets set by TMA Mailsi involved serious discussions with Tehsil Nazim, TMO and TO (I&S) particularly and other TMA staff.

6.4 Financial Management System

As, DTW (USAID) project is implementing FMS in Sambrial, therefore, PMDFC has not initiated FMS in Sambrial to avoid duplication of efforts and resources.

6.5 TMA Website

PMDFC has introduced this intervention under PMSIP for developing a modern interface of TMA with citizens of its area and other stakeholders. With the development of a TMA website, all the relevant information would be a click away. For TMA Sambrial http://www.tmasambrial.com was chosen as the web address/

TMA Website development process:

1. A standard template for TMA website was developed by PMDFC. 2. Website of each partner TMA is developed afterwards. 3. Domain registration and one time hosting charges paid by PMDFC. 4. All TMA website domains are registered and hosted with BrainNET & COMSATS (Lahore). 5. Website address of each TMA is modeled as: www.tma(nameoftma).com e.g. www.tmarenalakhurd.com 6. Data for the website is collected with the assistance of TMA staff. 7. 2 day hands-on training was given to the nominated official of the TMA in the following areas: a. Managing control panel b. Use of FTP c. Data management d. Use of MS Front page e. Editing pictures in Adobe Photoshop f. Troubleshooting in website management 46

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g. Required updations 8. TMA website was launched by the trained TMA official under the guidance of PMDFC Staff.

Table 6.3: Required Updations Sr. No. Website Links Updation Requirement 1. News and Events Monthly 2. Budget Annually 3. Development Projects Annually 4. Procurement Need Basis 5. Other Links Need Basis

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CHAPTER 7 OUTLINE STRUCTURE PLAN

Sambrial is a small town in the central part of Punjab. It is located in Sialkot District. Its history dates back to hundreds of years. The district is bounded on the north-west by Gujrat District and on north and north-east by disputed Jammu and Kashmir state, on the east and south-east by Narowal District, on the west and south-west by Gujranwala district and on the south it touched Sheikhupura District. Sambrial has grown along main transportation route; it has evolved as a linear city. The factor that has impetus its development is the construction of an International Airport in the North-East of town. There is also an export Processing Zone in Sambrial.

Due to rapid urbanization, the cities in Punjab are growing in a haphazard manner, without any development control. Likely, Sambrial is facing the same problems. 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. The town faces the problems like incompatible land uses, unhealthy environment, and loss of amenity. Hence, an Outline Structure Plan has been devised for Sambrial. 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 Sambrial. The report indicates that the town is expanding without proper planning and development control. The Outline Structure Plan, thus prepared for Sambrial describes the strategy and outline spatial plan. 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 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 Priority of Stakeholders

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.

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The order of importance to stakeholders for improving various municipal serves is as follows:

1. Solid Waste Management 2. Sewerage 3. Roads 4. Water Supply 5. Street Light 6. Parks 7. Fire Fighting 8. Slaughter House

Therefore, improvement in solid waste management and improved sewerage is the most important need of the town followed by roads and water supply.

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 the growth potentials for the town as a whole so that the provision and extension of infrastructure remains economical. - Identifying gaps in exiting municipal services as well as identifying needs for the incremental population growth.

Development Strategy

Sambrial is a medium sized town of Punjab. Since the development of the town has taken along the transportation route, it has grown in linear pattern. The following development strategy is recommended for Sambrial;

. The linear pattern of growth should be discouraged any further and be encouraged in northern direction. . To provide a road around the town to facilitate through traffic. . Provision of green belt along the circular road. . To provide a green belt along the drain in the south direction. . To encourage the development of new neighborhoods and an institutional zone in the northern direction. . Provision of a park adjacent to Circular Road. . To plan a road connecting Kulowal road and the Airport road. . To improve the flow of traffic within the town by improving physical condition of the existing roads. Linkages be improved within the neighborhoods so as to lessen the pressure of traffic on the town centre, Improving the circulation pattern within the town by improving the inter neighborhood linkages. . Emphasis is made on filling the vacant pockets surrounded by the circular road to achieve contiguous development and to make provision of infrastructure facilities economical. 49

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. Improving the existing infrastructure, its maintenance and operation. . Provision of municipal infrastructure to the newly suggested growth corridors. . Inculcate Operational & Maintenance culture with provision of capacity building for the same.

7.4 Historic Growth

The Sambrial Town has deep roots in history dating back to hundreds of years. The evolutionary stages through which the town has grown are discussed as:

Stage – 1

Sambrial started flourishing centuries ago. The ruins of old buildings still stand in the older parts of the town. In fact, it was a strategic location for trade and military placements by Mughals and British rulers in pre partition (subcontinent) times. The earliest development of the town took place on a mound ground, the Qila. Union council no.1 constitutes this part of the town. It was a fortress, as in ancient times fortress was built on high rise areas, with a fortified wall, encircling the entire town. There are narrow and congested streets still present of olden times, but the outer wall has vanished with the passage of time. This era can be regarded as pre partition development of the town.

Stage –II

After the partition, at both 1965 and 1971 India-Pakistan wars there were huge Pakistani Military storage depots at Sambrial which were completely concealed, serving as secondary supply depots. Such strategic importance added to the development of the town in this era. The areas developed during this stage are Kareem Pura, Mohalla Rajputan Mandi, Noor Pura 2, Mohalla Nawab Pura, Fazalpura, Mohalla Kharait Pur, Ghuman Colony, Nawaz Colony, Shaheen Town, Arshad Pura, Mohalla Ikram Elahi, Hameed Colony, Mohalla Sultan Pura, Mohalla Mohammad Pura and Mohalla Allay Wali. Fig.7.1

Stage – III

Although the current developments are a contributing factor in the current progress but the historical role can also not be overlooked. A closer look at the map of Punjab reveals that Sambrial lies on the connecting route between GT Road and the rest of Eastern and Northern Punjab. The recent construction of Tehsil complexes, DDPO (formerly DSP) and other Tehsil management offices has triggered a boom in construction and regional migration for jobs.

Sambrial has proved to be a shopping and trading point in a 20 Km radius. People from more than 300 villages come to Sambrial to shop for everyday needs. Sambrial has experienced exponential economic growth because of its strategic crossroads location in the Northeast corner of Punjab. People travelling between Shakargarh, Narowal and Sialkot drive through Sambrial. Also, cottage industry of fans and other metal fabrications has attracted people to settle here for last 25 years.

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Stage IV

Since an International Airport in the north of the town has been constructed, therefore, most recent developments are developing in the same direction.

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N HISTORICAL GROWTH - SAMBRIAL RO RAS O UT FALL DRAIN LEGEND W E LEGEND LEGEND LEGEND Amreek Pura #Y C ho wk Population Density S LEGEND #Y C ho wk #Y Cho wk Historical Growth LREaiGlwEayN LDine H ig h # M oh alla Title s Railw ay Line Sta ge -1 #Y C ho wk Y# C h ow k L an duse M osq ue R a ilwMaye Sdtaiut iomn Lopow ali Village Landuse C an al d LEGEND Traf fic Te rm inal a Sta ge -2 R a ilw ay L ine C o mm ercial R ailw ay Line Can al R ailw ay Line CLomEmGe rEciaNl D P a k L ow o D rain s R o ad Bou nd ary C a nal D rains R #Y C howk R oad Boundary Sta ge -3 W ater Supply Lines l E du catio nal I nstt . P u blic B uild inEgm pty C an al R ailway Line D rains C an al a Drains D rain s W ater Resources 3W" ater SuSptprulcyt uLrein Pel asn R ailway Line R oa d B ou nda ry w G ra veya rd S tructure Plan Sta ge -4 R ailw ay Station o E d ucation al In stt. E xisting R es l C aRnoaald s A ction P lan T ubewell 4" - 6" D ra3i"ns Roa d B ou nda ry D rains C anal H o spita l Existing R es u T ra ffic Te rPmroipnoaseld Area Gra veyard K S tag e-1 O HR s M os qu8e" - 12" 4" - 6" Proposed Area C om me rcia l R oadDsrains D rains R oa d B ou nEdmaprty P ocket s J S tag e-2 P ak h H ospita l R oa d B ou nda ry Em pty Pockets e W ater Supply Action P 8la"n - 12" C o mm ercial t W aCtoemr m Reercsiaol uRrocaedss P ub lic Building i Kareem P ura k d ST AGE-2 I nstt . Zon e C omm ercial e a #Y T ubewell R Instt. Z one o o Chowk ST AGE-1 Azam Tow n a R OH Rs d Faizan Colony Mohalla Q adirabad t d r oa o R Mohalla Nawab Pura p li r Mohalla Rajputan M andi a i Mohalla Titles Mughal Tow n w o A Mohalla Rasool Pura op

r L Mohalla Rasool Pura 1 Mohalla Noor Pura 2 a Fazalpura Mohalla Kharait Pura l z a

LEGEND a n a B Railway Line Mohalla Hajji Pura C Mohalla Mandi Sambrial n C howk LEGEND Mohalla Nek Pura i #Y Road Hierarchy b Mohalla Buchar Khana a Mohalla Islamabad a

M n R ailway Line P rovincial Roads To SIALKOT #Y C howk R oad Boundary Judicial Complex Sambrial Morr e Tehsil Complex Arshad Pura h Canal Mohalla Ikram Elahi T M A Roads #Y C C anal R ailway Line D Naw az Colony Structure Plan ZIRABA Mohalla Taj Pura Qazi Ata Colony r To WA Talab W ali Abadi e R oad Boundary Hameed Colony p D rains C anal E xis ting R es Ghuman Colony p Mohalla Sultan Pura U Drains Mohalla Kake Zian P roposed Area Mohalla Faqir Mohammad A # T raf fic C ongesDtioranins

l Gulberg Tow n Maghrabi Mohalla Mohalla Zargaran a E mpty P oc kets y

T Roads Action Plan LEGEND Shaheen Tow n Mohalla Rajputan Mohalla Mohammad Pura W o Mohalla Q ila C om m erc ial

a Road Boundary D Mohalla Sherabad S tage-1 A l A w Mohalla Allay Wali i R aiIlwnsatyt. LZionnee

a R S Mohalla Shah Jamal m

S tage-2 Mohalla Saleem Pura i o K R o a C an al A a d d Historical Growth

Solid W aste Collection DRAIN ALA LINK BEGO WW & Op en He aps Stage-1 #³ Op en Du mp s Molow ali

R oa d B ou nda ry 300 0 300 600 Meters Stage-2 Stage-3 Figure7.2: Historical Growth Map 52 Stage-4

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7.5 Growth Direction

The growth of the town is taking place in a linear pattern. This is because the town is located along main transportation route i.e. Sialkot-Wazirabad Road. The railway track and the main artery of the town i.e. Sialkot-Wazirabad Road passes through the town in east west direction.

Barriers to the growth of the town:

The town has grown on both sides of the road. To the east of the town there is a canal that acts as a natural barrier for the growth of town. Beyond the canal there is negative potential for growth because a number of tanneries exist. The tanneries have created lot of hazards in the form of contaminated water. The contaminated water heavily loaded with toxic pollutants emitting out of the tanneries set up in the area between Upper Chenab Canal (UCC) and canal Marala Ravi Link (M.R.Link) to the east of Sambrial. It is infiltrating the water table and is not only diminishing the fertility of the soil but also posing the human souls with the worst possible threat by causing almost incurable digestive diseases.

To the south of the town there are drains that create lot of smell and pollution. So growth is discouraged.

Potential areas for the expansion of the town:

In the west, towards Wazirabad, there development is taking place in linear pattern. But the major growth is taking place in northern direction since the presence of Sialkot Airport has attracted lot of investment and growth.

Unfortunately, the same haphazard pattern of growth is taking place in the southern direction of the town. However, the development is taking place in north and west of the town, but there is no control or planning being exercise to make it in line with future requirements of the town. Different private housing schemes have been started along Sialkot Airport Road. These schemes are; Royal Gardens Housing Schemes, Airport Avenue Housing Scheme, Allama Iqbal Housing Scheme, Happy Valley Housing Scheme and ABD Model Housing Scheme. But they don‟t fulfill the requirements of the Planning. In the west along Jatekay Road most of the new houses are also being constructed. As new settlements are being established, other land uses like commercial area, petrol pumps, primary schools etc have developed accordingly.

7.6 Katchi Abadies There are two katchi Abadis in Sambrial. The one is Khairat Pura with 97 units within it. The other is Fazal Pura -1 where 184 residential units are residing.

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7.7 Densification of the Existing Built-Up Area

Densification criteria vary from city to city. Each city has its own growth and development potential, based on economic activity, social, cultural and geographically strategic importance. Not all of the incremental population shifts towards the newly developed areas, rather some of the percentage is absorbed in the existing one. This is mainly because of the economic reasons. Its most serious consequences are the overburdening of the existing infrastructure, therefore upgrading may be needed with the passage of time.

The density map fig. 7.2 shows existing density in the town. Since the dark brown area is the most densely populated and is the oldest part of the town, therefore it is expected that not much vertical expansion occurs. Also, the structures are deteriorated and in shabby condition. The road widths are narrow and irregular. These structures are unable to bear the load of vertical expansion. Therefore, in this area densification would be low, i.e. between 10-20 % is expected in the plan period. Light brown area is relatively less dense area. This part of the town grew pre partition. The approximate densification would be 20-30 % that may occur in this area during the plan period. Yellow area is sparsely populated and 50-60 % may be densification in the plan period. This part of the town is recently developed. This part also determines the existing growth pattern of the town.

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POPULATION DENSITY MAP - SAMBRIAL RO RAS O UT FALL DRAIN N

LEGEND LEGEND W E Amreek Pura

#Y Cho wk Population Density S

Railw ay Line Hig h Lopow ali Village

d LEGEND a Med iu m o Can al

R Low #Y C ho wk l a Drains w Em pty o # M oh alla Title s l Roa d B ou nda ry u

K R ailw ay Line J h LEGEND e C an al ti Kareem P ura ke d a #Y R o Chowk #Y C ho wk M osq ue o Azam Tow n Landuse D rains a R d Faizan Colony Mohalla Q adirabad t R ailw ay Line C om me rcia l P a k d r R oa d B ou nda ry oa o LEGEND R Mohalla Nawab Pura p P u blic B uild in g li r D rains Mohalla Rajputan M andi a i Mohalla Titles C an al Mughal Tow n w Mohalla Rasool Pura po A R ailway Line R ailw ay Station o W ater ReEsdoucuarctioensal In sWtt.ater Supply Lines r L D rains Mohalla Rasool Pura 1 Mohalla Noor Pura 2 a Fazalpura Mohalla Kharait Pura l z a LEGEGNTrauDvbeywaerldl 3" T ra ffic Te rminal C anal a n

B a Railway Line

C om me rcia l R oad s HOosHpRitsa l 4" - 6" Mohalla Hajji Pura C D rainsC howk R oa d B ou nda ry n #Y Mohalla Nek Pura Mohalla Mandi Sambrial i Road Hierarchy b Mohalla Buchar Khana a 8" - 12" Mohalla Islamabad a R ailway Line P rovincial Roads M To SIALKOT n Judicial Complex Sambrial Morr e Canal Tehsil Complex Arshad Pura Mohalla Ikram Elahi h T M A Roads #Y C anal Naw az Colony C IRABAD Mohalla Taj Pura Qazi Ata Colony r WAZ e R oad Boundary To Talab W ali Abadi D rains Hameed Colony p Ghuman Colony p Drains Mohalla Kake Zian Mohalla Sultan Pura U Mohalla Faqir Mohammad A # T raf fic C ongestion

l Gulberg Tow n Maghrabi Mohalla a

Mohalla Zargaran y

LEGEND Mohalla Mohammad Pura W Shaheen Tow n Mohalla Rajputan Mohalla Q ila o Road Boundary

a D Mohalla Sherabad A l R ailw ay Line A Mohalla Allay Wali i

a R S Mohalla Shah Jamal m Mohalla Saleem Pura i o K R

a C an al A o ad d Population Density

Solid W aste Collection DRAIN ALA LINK BEGO WW & Op en He aps High #³ Op en Du mp s Molow ali R oa d B ou nda ry 300 0 300 600 Meters Medium Low

Figure 7.2: Density Map Empty 55

DRAFT

Table 7.1: Population Projections

Incremental population for next 20 Year 1998 2008 2028 years

Population 49,574 75164 180,140 104,976 Growth rate = 4.24 % (1998 Population Census)

The population of the Sambrial according to 1998 census was 49,574 persons. The estimated population for 2028 is 180140 persons, i.e. at the end of plan period. The total area occupied by the urban uses or the built up area is 1059 acres. The incremental population is estimated to be 104976 for next 20 years time. This has been calculated by using the growth rate 4.24 %.

7.8 Land Requirements for Future Urban Expansion

To identify the area required for future growth depends upon two important criteria. First is the location criteria and the second is the allocation criteria of land. The location criteria explain the availability of land in terms of the direction of growth, with respect to physical, socio-economic factors.

The allocation of land for future growth of population is made by dividing the population to be accommodated by the density. This gives area in acres for each of the four subsequent stages.

Present built up area of the town is 1,059 acres. Taking present population of, present density is 71persons/acre. Following table indicates land requirement for residential purposes for the plan period.

Table 7.2: Incremental Population

Year 2008-2013 20013-2018 2018-2023 2023-2028 Total Incremental 17,389 21,413 26,365 39,809 104,976 population After taking account 12,172 14,989 18,455 27,867 73,483 densification factor of 30 % Residential Land 248 214 263 398 1,123 Requirement (Acres)*

* Residential density of 51 persons/acre are assumed for proposed land use plan

As residential area is approximately 70 % of the total land. Total land requirement in the plan period for all land uses=1123*3/10=336+1123=1,459 acres

DRAFT

7.9 Proposals

Currently, the total built up area of Sambrial is 1,059 acres of land. Requirement for the plan area is 1,459 acres. This area will be developed as per planning standards where TMA will extend its development control. In the proposal, the development is discussed in three successive stages;

Stage - I

Proposal I: Filling the existing areas

The area adjacent to the existing built up area will be filled first in east, north east and northern direction. Though currently, the housing schemes are being sprouting in the northern side and to some extent in the north east of the town it would be more economical to allow areas to develop in the immediate vicinity to develop first. It would make infrastructure to be provided at the economical cost. The map of the town shows the vacant area of 145 acres. There are a number of places where future population will be accommodated first.

In order to allow development in the adjacent areas, it is very important to make arrangements for the free mobility and movement of the people within the existing neighborhoods. For this purpose, it is recommended to widen the major roads of the town. In the second step, the linkages within the neighborhoods will be improved with the provision of road shoulders and other facilities. The Plan is discussed as fig. 7.3.

DRAFT

RORAS OUT FALL D RAIN PROPOSED PLAN - SAMBRIAL N

Amreek P ura W E G F Lopowali Village S

a 797 Acres

o (Stage-2) l

u 329 Acres K

J d h (Stage-3) e a t o Kare em P ura ik d e R a

R r E o o Azam Town u R

a p d t Fa iza n Colony r Mohalla Qa dirabad D C r o d oa o o R Mohalla Nawab P ura p li r N Mohalla Rajputan Ma ndi a i Mughal Town w o A Mohalla Rasool P ura op

r L

Mohalla Rasool P ura 1 Mohalla Noor P ura 2 a Fa za lpura Mohalla Khara it Pura l z a

a n a

B Mohalla Hajji Pura C Mohalla Mandi S ambrial n

Mohalla Nek P ura i b Mohalla Buchar Khana a Mohalla Islama ba d a

M T n Sambrial M orr o SIALKOT e Judicial C omplex #Y Arshad P ura Mohalla Ikra m Ela hi Railway Road h D Nawaz Colony C ZIRABA Mohalla Ta j Pura Qa zi Ata C olony r To WA Ta lab W ali Abadi e Hameed C olony p Ghuman C olony 1059 Acres p Mohalla Kake Zian Mohalla Sultan P ura U Mohalla Faqir M ohammad A

l l Gulberg Town Maghra bi Mohalla Mohalla Zargaran a B y

Shahee n Town Mohalla Rajputan Mohalla Mohammad P ura W o Mohalla Qila A 145 Acres

D a

A l A Mohalla Sherabad Mohalla Allay W ali i

w (Stage-1)

a R S Mohalla Shah J amal m K i R o Za fa r W ali Mohalla Saleem P ura a A oa d d By Pass Road N INK DRAI LEGEND W ALA L BE GOW #Y Ch ow k Co mm ercial R o ads Mos que Molowali Pro pose d Pl an Pak Ra ilw ay L ine Lan duse Emp ty P ocket s Pub lic Building Propo sed Gree n B elt Ca nal Co mm ercial Ra ilw ay S tat io n Drain s Stag e-1 De velop m ent Drain s Traf fic Te rm ina l Edu catio nal I nstt . Stag e-2 De velop m ent Pro pose d R oa ds Gra veya rd Ro ad Bou nd ary Stag e-3 De velop m ent 300 0 300 600 Meters Stag e-1 Ho spita l Existing R eside ntia l Stag e-2

Firdous P ura

Figure 7.3: Proposed Plan – Sambrial 58

DRAFT

Proposal II: Provision of Circular Road

With the increase in traffic, 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 Circular Road is suggested in the outer peripheral area, i.e. along the drain in the north of town. This road would start from Airport Road in the NE and extend to Khulowal Road in the western direction. A green belt is planned along the drain as shown in fig. 4. In addition to it, brick lining of the drains is also the part of the plan.

Similarly, a By Pass Road is planned in the southern direction along the drain. The traffic coming from Sialkot will turn leftwards and will cross the entire town avoiding the town centre. In this way a Ring Road will be developed encircling the town. This road will touch Khulowal Road. In order to lessen the environmental hazards made by the drain a green belt is also recommended along it. It will have positive effects upon the surrounding air, aesthetically pleasing and would act as a buffer zone to counter obnoxious smells.

The most important roads of the town are Awami Road, Main Bazar Road, Lopowali Road, Railway Road and Noorpur Road. The importance of these roads is due to these being the main arteries of the town. These roads bifurcate the entire neighborhoods. The main stream traffic running through the town is borne by these roads. Moreover, the commercial activities are prevalent over Awami Road, Main Bazaar Road and on Sialkot-Wazirabad Road.

The load of traffic that these vital roads of the town carry is incomparable to their exceptionally narrow widths. It has been suggested to widen these roads, where the right of way allows such extension.

In addition, these roads be carpeted along with adequate drainage and street lights. The other roads like Awami Road and Main Bazar Roads are very narrow roads. Presently, these roads are in bad condition, during monsoon, the roads are virtually converted into storm water channels that results in damaging the road surface.

Proposal III

In this proposal a number of existing roads will be extended and resurfaced. The detail is as follows:

Link A: Improvement of the Awami Road would make the flow of traffic smooth. The importance of this road is that it encircles the old down town (Qila area) of the town. Being congested and ill-planned, introduction of such measure would allow traffic to pass through more swiftly. The right-of-way of this road is 6-7 feet. There is no space for its widening.

Link B: Allay Wali Road is another important road of the town. It connects the inner-city road i.e. Railway Road to the By Pass Road. It is also predicted that the development will

DRAFT take place in the vacant area along it. Therefore it will act as a main road passing through two neighborhoods.

Stage - II

In the second stage, when all of the vacant areas will be filled, the growth of town would take place towards the northern direction. In the previous stage, when various roads of the town were extended and widened, will become a factor for rapid development. This development will be more along Noorpur Road, and the newly developed road parallel to the same road. This stage will also cater for the development of the area adjacent to the Airport Road. When all of the population will be accommodated within the existing town, the schemes planned along air port road will start developing. Area available in this stage is 797 acres.

An institutional zone is planned in the north along link F. The land uses like schools, hospital and any outer public building will be developed.

Adjacent to the Circular Road, a park is planned as per plan. There will be a dense forestation on the either side of the drain.

Link C: Noorpur Road is another important road of the town. At present not much residential area is located along it, but in the plan period, being the adjacent locality to the existing one, its use will increase. This road will be extended up to the circular road in the north. It will also act as the central neighborhood road. Link D: The development of this road would encourage residential development along it. When the growth of the town would take its pace, the road will provide more circulation and access within the area. Link E: It is the main bazaar road where commercial activity is prevalent. In the coming years, this will increase. So this road needs extension and widening.

Stage - III

The third stage will allow for the development of a neighborhood centre, i.e. around the institutional zone. Here some commercial activity will also start emerging. New commercial zone will be developed in the third stage. The residential localities that were quickly developing in the second stage shall encircle the new neighborhood centers. Area available in this stage is 329 acres.

Link G:

In the third stage when the outer areas will start developing into neighborhoods, the movement within the area would increase. To give more accessibility and circulation of traffic this link will be developed. The road will connect Kulowal Road and the outer Circular Road.

DRAFT

RORAS OUT FALL D RAIN STRUCTURE PLAN - SAMBRIAL N

Amreek P ura W E G F Lopowali Village S

o l

J d h e a t o Kare em P ura ik d e R a

R r E o o Azam Town u R

a p d t Fa iza n Colony r Mohalla Qa dirabad D C r o d oa o o R Mohalla Nawab P ura p li r N Mohalla Rajputan Ma ndi a i Mughal Town w o A Mohalla Rasool P ura op

r L

Mohalla Rasool P ura 1 Mohalla Noor P ura 2 a Fa za lpura Mohalla Khara it Pura l z a

a n a

B Mohalla Hajji Pura C Mohalla Mandi S ambrial n

Mohalla Nek P ura i b Mohalla Buchar Khana a Mohalla Islama ba d a

M T n Sambrial M orr o SIALKOT e Judicial C omplex #Y Arshad P ura Mohalla Ikra m Ela hi Railway Road h D Nawaz Colony C ZIRABA Mohalla Ta j Pura Qa zi Ata C olony r To WA Ta lab W ali Abadi e Hameed C olony p Ghuman C olony p Mohalla Kake Zian Mohalla Sultan P ura U Mohalla Faqir M ohammad A

l l Gulberg Town Maghra bi Mohalla Mohalla Zargaran a B y

Shahee n Town Mohalla Rajputan Mohalla Mohammad P ura W o Mohalla Qila A

D a

A l A Mohalla Sherabad Mohalla Allay W ali i

a R S Mohalla Shah J amal m K i R o Za fa r W ali Mohalla Saleem P ura a A oa d d By Pass Road N LEGEND INK DRAI W ALA L BE GOW #Y Ch ow k Co mm ercial R o ads Mos que Structu re Pl an Molowali Pak Ra ilw ay L ine Lan duse Propo sed C om me rc ia l Pub lic Building Propo sed In stitut io na l Ca nal Co mm ercial Ra ilw ay S tat io n Drain s Propo sed Pa rk Drain s Traf fic Te rm ina l Propo sed Gree n B elt Edu catio nal I nstt . Pro pose d R oa ds 300 0 300 600 Meters Gra veya rd Ro ad Bou nd ary Emp ty P ocket s Stag e-1 Propo sed Area Ho spita l Existing R eside ntia l Stag e-2

Firdous P ura

Figure 7.4: Structure Plan – Sambrial 61

DRAFT

Annex –A

Detail of Street Lights

Total Number Number of Percent of Union Mohallas of Street Street Lights Street Lights Council Lights not Working not Working Western 44 5 11% Qila 17 0 0%

Imam Kot 18 1 6% Kakay Zuan 30 2 7% Saleempura 23 0 0% Sheikhan 32 2 6% Zar Gran 20 0 0% UC # 124 Taj Pura Qila 39 3 8% Sambrial Rehmani 15 2 13% Mehrajpura 13 2 15% Sherabad 18 0 0% Water Works 19 1 5% Dar ul Salam 19 2 11%

Babu Ghulam Nabi Road 9 0 0% Municipal Road 4 0 0% Sub-Total - A (UC # 124) 320 20 6% Model Town More 20 3 15% More Sambrial 20 2 10%

Nekapura 9 1 11%

Rasoolpura 58 2 3%

Sabarabad 6 0 0%

Butcher Khana 11 0 0%

Mughal Town UC91/1 6 0 0% Mandi Qaderabad Sambrial 7 2 29%

Karam Abad 10 1 10%

Ghouspura 11 2 18%

Noorpura 27 3 11%

Rajputan 40 2 5% Mandi Sambrial 26 1 4%

Old Bazar Mandi 7 0 0% Sambrial Sub-Total - B (UC # 91/1) 258 19 7% Water Works 21 2 10% Muhammad Pura 25 1 4% Dar ul Salam 45 1 2% Allewali 28 2 7% UC # 90/1 Dar ul Sultan Pura 5 0 0% Salam Sambrial Nawabpura 6 0 0% Fazal Pura 43 2 5% Kheriatpura 27 2 7% Islam Abad 17 1 6% Sub-Total - C (UC # 90/1) 217 11 5%

Grand Total (sub-totals A+B+C) 795 50 6%

Source: TMA record and field visits

DRAFT

Annex-B Water Supply

Tube Designed Housing T/Well Year of TDS Well Location Capacity Dia Depth Operational Status Installation No. Cusec Inch Ft. PPM Mohallah 0.5 6 360 1964 238 Yes, PHED is Water Works installing new turbine to replace existing 1 one. Mohallh 0.5 6 480 1982 210 Yes Noorpura 2 More 0.5 6 480 1986 303 Yes Sambrial 3 Fazalpura 0.5 6 500 1994 203 Yes, its housing pipe and rotor was 4 replaced this yea., Mohallah 0.5 6 500 1994 203 Yes Aliwalai 5 Mohallah 0.5 6 500 2006 Not Yes Rasoolpura Tested 6 Mohallah 0.5 6 500 2006 Not Yes Saleempura Tested 7 Nawaz 0.5 6 500 - - No Colony, Mohallah 8 Fazalpura Near 0.5 6 500 - - No Graveyard, MohallahFaz 9 alpura Source: PMS data

DRAFT

Pumping Machinery Details

Tube Motor Well Location Motor Controls Remarks No. Condition 1 Mohallah AC Siem Centrifugal KSB Fair 1450 25 Fair Water Works Motor ens

2 Mohallh Turbine AC Siem KSB Fair 1400 25 Fair Noorpura Pump Motor ens 3 In May, 2007 More Turbine AC Siem KSB Fair 1400 25 Fair housing Sambrial Pump Motor ens pipe fell in the bore. 4 Impeller, Shaft abd Turbine AC Siem brush Fazalpura KSB Fair 1400 25 Fair Pump Motor ens need replacem ent. 5 Mohallah Turbine AC Siem KSB Fair 1450 25 Fair Aliwalai Pump Motor ens

6 Mohallah Turbine AC Siem KSB Fair 2950 25 Fair Rasoolpura Pump Motor ens

7 Mohallah Turbine AC Siem KSB Fair 2950 25 Fair Saleempura Pump Motor ens 8 Nawaz Colony,

Mohallah Fazalpura

DRAFT

Annex-C Solid Waste

Percent of Solid Waste Collected per Day

For month of September 2009

TMA Sambrial

Avg. Amount of Solid Avg. No. of Trips per Sr. # Vehicle No. Capacity (tons) Waste Collected per Day During the Month Day (tons)

1 Trolley No 1 2 3.74 7.48

2 Trolley No 2 1.5 2.80 4.20

3 Trolly No 3 1.5 2.80 4.20

3 Donkey Cart No. 1 0.452 5.20 2.35

4 Donkey Cart No. 2 0.452 5.20 2.35

5 Donkey Cart No. 3 0.452 5.20 2.35

6 Donkey Cart No. 4 0.452 5.20 2.35

Total 25.28

Estimeted total amount of solid waste generated per capita = 28.84 per day (tons) {72100*.4kg)

Avg. amount of solid waste collected per day (tons) = 25.28

Percent of solid waste collected per day = 88%