Views Expressed in This Report Are Those of the Authors and Not Necessarily Those of the Institution

Citation:

Imran S., L. N. Bukhari. and Gul S. (2018). Water Quality Assessment Report Along the Banks of River Kabul Khyber Pakhtunkhwa 2018. Pakistan Council of Research in Water Resources (PCRWR), pp. 45.

Authors:

Saiqa Imran, Lubna Naheed Bukhari and Samar Gul, Pakistan Council of Research in Water Resources, Pakistan.

ISBN: 978-969-8469-64-1

Disclaimer:

The views expressed in this report are those of the authors and not necessarily those of the institution.

WATER QUALITY ASESSMENT REPORT ALONG THE BANKS OF RIVER KABUL KHYBER PAKHTUNKHWA

Saiqa Imran Lubna Naheed Bukhari Samar Gul

PAKISTAN COUNCIL OF RESEARCH IN WATER RESOURCES

March, 2018

TABLE OF CONTENTS

LIST OF ABBREVIATIONS ...... iv ACKNOWLEDGEMENT ...... vi PREFACE ...... viii SUMMARY ...... x 1. INTRODUCTION ...... 1 1.1 Background ...... 1 2. METHODOLOGY ...... 3 2.1 Project Area ...... 3 2.1.1 Shahi Katha Drain ...... 3 2.1.2 Hazar Khawani Drain ...... 3 2.1.3 Kalapani Drain Mardan...... 4 2.2 Sampling Design ...... 5 2.3 Sample Collection and Preservation ...... 6 2.3.1 Microbiological Sample Collection ...... 7 2.3.2 Types of Water Samples and Preservatives ...... 7 2.3.3 Sample Labeling Strategy ...... 8 2.3.4 Sample Collection Profile ...... 8 2.4 Analytical Methods ...... 8 2.5 Drinking Water Quality Standards ...... 10 2.6 National Environmental Quality Standards (NEQS) ...... 11 3. RESULTS AND DISCUSSION ...... 13 3.1 Overall Water Quality Along the Banks of River Kabul ...... 13 3.2 Water Quality of Different Sources ...... 14 a. Bores...... 15 b. Dug /Open Wells ...... 15 c. Hand Pumps ...... 15 e. Tube Wells ...... 15 f. Taps/Water Supply ...... 16 g. Water Quality of Kabul River and Associated Drains ...... 17 4. CONCLUSIONS and RECOMMENDATIONS...... 21 4.1 Conclusions ...... 21 4.2 Recommendations ...... 22 5. REFERENCES ...... 25 6. ANNEXURE...... 27

LIST OF TABLES

Table 1: Water quality parameters and methods used for analysis ...... 9 Table 2: National Drinking Water Quality Standards for parameters analyzed ...... 10 Table 3: National Environmental Quality Standards for Municipal and Liquid Industrial Effluents (mg/L, unless otherwise defined) ...... 12 Table 4: Types of contaminants found in drinking water ...... 13 Table 5: Water quality status of different drinking water sources ...... 14 Table 6: Level of pollution load in Kabul River and associated drains ...... 18 Table 7: Levels of Persistent Organic Pollutants in Kabul River and associated drains ..... 19

LIST OF FIGURES

Figure 1: Project area along the banks of Kabul River ...... 4 Figure 2: Water samples collection from water sources ...... 7 Figure 3: Water quality analysis in the laboratory ...... 11 Figure 4: Levels of contaminants found in drinking water ...... 13 Figure 5: Water quality status of different drinking water sources ...... 14 Figure 6: Levels of contaminants found in different drinking water sources ...... 16 Figure 7: Poor condition of water supply and sewage lines ...... 17

iii

LIST OF ABBREVIATIONS

Abbreviation Complete Name Alk Alkalinity As Arsenic ATSDR Agency for Toxic Substances and Disease Registry BOD Biological Oxygen Demand COD Chemical Oxygen Demand DO Dissolved Oxygen CFU Colony Forming Unit Col Colour Ca Calcium Cl Chloride

CO3 Carbonate DDT Dichlorodiphenyltrichloroethane DDE Dichlorodiphenyldichloroethylene DDD Dichlorodiphenyldichloroethane EC Electrical Conductivity E. coli Escherichia coli F Fluoride Fe Iron GCMS Gas Chromatography Mass Spectrometer Hard. Hardness

HCO3 Bicarbonate HCB Hexachlorobenzene IARC International Agency for Research on Cancer K Potassium Mg Magnesium Mg/l Milligram per liter m.mol Millimol MPN Most Probable Number Na Sodium NEQS National Environmental Quality Standards N/F Not functional

Abbreviation Complete Name NGVS No Guideline Value Set

NO3 Nitrate NTU Naphalometric Turbidity Unit O.less Odour less op Ortho para pp Para para POPs Persistent Organic Pollutants ppb Parts per billion ppm Parts per million PHED Public Health Engineering Department SC Sea Concentration

SO4 Sulphate SDG Sustainable Development Goal TCU True Color Unit TDS Total Dissolved Solids TMA Tehsil Municipal Administration T. Col Total Coliforms Turb Turbidity µg/l Microgram per liter µS/cm Micro Siemens per centimeter UN United Nations Unobj Unobjectionable WASH Water Sanitation and Hygiene WHO World Health Organization

ACKNOWLEDGEMENT

The research was conducted in collaboration with United Nations International Children’s Emergency Fund (UNICEF). PCRWR highly acknowledges the financial support provided by UNICEF. We would like to extend our thanks and special complements to Mr. Muhammad Shoaib, Mr. Sajjad Akbar and Ms. Asiya Ashraf from UNICEF for their support and valuable contribution in report compilation. We also extend our thanks to Dr. Muhammad Ashraf Chairman PCRWR for his support in implementation of this study. Special complements and appreciation go to the members of sampling teams for their efforts in samples collection, processing and data generation. The efforts of, Mr. Sohail Anjum and Mr. Zeeshan Munawar in data compilation, data analysis and formatting are also acknowledged.

vii

PREFACE

Drinking water is one of the basic necessities of life and it is the responsibility of the state to provide water to the people at their door’s step. The National Drinking Water Policy (2009) and Khyber Pakhtunkhwa Drinking Water Policy (2016) set a target of providing access to safe and sustainable drinking water supply to the entire population by 2025. Similarly, the Sustainable Development Goal (SDG) 6 also sets a target 6.1 “by 2030 achieve universal and equitable access to safe and affordable drinking water for all”.

However, monitoring of the drinking water sources is crucial to ensure safe water supply, because if we cannot measure a thing, we cannot manage it. Pakistan Council of Research in Water Resources (PCRWR) in 2016 monitored drinking water quality of 25 major cities of Pakistan. Only 31% were found safe whereas 69% samples were found unsafe for drinking purpose.

PCRWR in collaboration with UNICEF conducted a detailed study of drinking water quality of Kabul River and groundwater sources along its right and left banks, before its confluence with River Indus. River Kabul is an important tributary of River Indus and a major source of groundwater recharge in Peshawar, Nowshera and Charsadda Districts. It is a trans-boundary river, as it flows from Afghanistan to Pakistan. This research study is first of its kind, during which not only basic drinking water quality parameters but also the Persistent Organic Pollutants (POPs) were analysed in surface water, associated drains as well as in groundwater sources along the banks of River Kabul.

This report is an outcome of the study. It is hoped that it will provide a baseline towards achieving goals set in the national and provincial drinking water policies and SDG 6.

viii

SUMMARY

Overall 394 water samples were collected along the Kabul River within one kilometre of vertical distance from the river bank, out of which 169 (43%) were found unsafe whereas 225 (57%) were safe for drinking. The majority of water sources were safe chemically, but microbiologically most of those were found contaminated.

Water samples from 68 tube wells were collected and analysed. Out of 91 surveyed tube wells, 2 tube wells were operated by TMA and were operational, whereas 89 tube wells were under the control of PHED, out of those 66 tube wells were operational whereas 23 tube wells were non-operational.

Most of water samples from tube wells were found safe (87%), as their depth ranged between 120 feet to 450 feet. At the consumer end 45% tap water was found contaminated bacteriologically. The contamination found in the distribution lines, could be attributed to unprotected storage tanks or leakages in water supply lines allowing contamination from surrounding. The open wells were found contaminated mostly with bacteria as 79% sources were unsafe, whereas 35% water samples from hand pumps and 40% water samples from boreholes were found contaminated. The major type of contamination was bacterial, but to some extent other chemical constituents like pH, turbidity, hardness and nitrate were also found beyond permissible limits. The unprotected open wells of shallow depths, leakages of sewage lines or septic tanks and mixing with water of hand pumps and bores having shallow depths, or recharge of groundwater by contaminated river water could be the causes of bacterial contamination. The depths of bores/open wells and hand pumps were shallow starting from almost 12 feet as the water table is high owing to recharge by River Kabul.

The untreated municipal and industrial waste from the District Peshawar, Mardan, Nowshera and Charsadda is being disposed of in to different drains, which finally fall into the Kabul River. Therefore water from three drains was also analyzed along with river water to estimate the pollution load. The values of COD and BOD in drains were beyond the permissible limits of National Environmental Quality Standards (NEQS) for the effluent; ranging from 180 to 262 mg/L and from 98 to120 mg/L respectively. Similarly the value of Dissolved Oxygen (DO) in drains ranged from 1.10 to 3.4 mg/L. The quality of river water is being deteriorated by wastewater, as after confluence of Kalapani Drain with Kabul River the river water quality became similar to the drain with COD of 170 mg/L and BOD 98 mg/L, which are beyond the permissible limits of NEQS for effluent.

It was observed that the significant concentration of Dichlorodiphenyltrichloroethane (DDT) and its metabolites Dichloro-diphenyl-dichloro-ethylene (DDE) and Dichloro-dipheny- dichloro-ethane (DDD) and Hexachlobenzene (HCB) were found in drain water especially in Kalapani Drain and in river water after confluence with the same drain, the reason being disposal of agricultural waste including pesticides/herbicides.

1. INTRODUCTION

1.1 Background

Water is essential for human beings to survive and develop. At the same time, water is a scarce commodity, and its shortage very often results in crises. Both facts lead to the simple conclusion that lack of water hinders economic development and a dignified life.

With the decrease in the quantity the quality of water is being deteriorated both in surface as well as ground water sources due to the production of industrial, agricultural and municipal wastewater and over abstraction of groundwater. This can be assessed from global trends, as well as from Pakistan’s national and local struggles for better public access to safe quality and adequate quantity of drinking water.

According to WAPDA, the per capita water availability in the country has gone down to 908 cubic meters in 2017 from 5,260 cubic meters in 1951, rapid increase in population being the major contributing factor behind this phenomenon ( The Nation, 2017). Countries begin experiencing chronic water stress at the water availability below 1,000 cubic meters, (Population Action International, 1993).

The Indus is one of Asia’s mightiest rivers. From its source in the north western foothills of the Himalayas, it flows through the Indian state of Jammu and Kashmir and along the length of Pakistan to the Arabian Sea. The river and its six tributaries including Kabul River together make up the Indus Basin, which spans over four countries and supports 215 million people. Yet fast-growing populations and increasing demand for hydropower and irrigation in each country means the Indus is coming under intense pressure (Fazilda, 2017). The Kabul River rises in the Hindu Kush, receives substantial flows from the Kunar and several minor rivers originating in Pakistan’s Chitral Region, flows east past Kabul and Jalalabad before entering Pakistan. In Pakistan, the Kabul River is augmented by the Swat River and its tributaries before it joins the Indus at Attock.

In Pakistan, the Kabul River and its tributaries are indispensable for meeting the drinking water and sanitation needs of more than two million residents of Peshawar City, irrigation in the small but fertile Peshawar Valley and the sub-regions of Tank, D.I. Khan, Banuri and North Waziristan. The Kabul River supports 250 MW hydropower dam in Warsak built in 1960 and subsequently enlarged, enhancing capacity. Crucially the Kabul and its tributaries augment the flows of the Indus at Attock ranging between 20 and 28 million acre feet (The

Thirdpol.net, 2017). The Kabul River is the main source of recharge of groundwater in the Peshawar, Charsadda and Nowshera Districts. The quality of river water indirectly affects the quality of groundwater sources. More than 50% population of this area relies on private groundwater sources for drinking.

In Khyber Pakhtunkhwa, more than 50% of inhabitants in Peshawar, Mardan, Charsadda and Nowshera Districts lack access to clean drinking water. The population draws drinking water from tube wells, while most of the wells are shallow and are liable to contamination by heavy metals and biological pollutants from the surrounding sources such as toilets, underground damaged sewerage lines, and seepage/percolation of contaminated surface water (Khan, S. et.al. 2012).

The main objective of this study conducted with the collaboration of UNICEF was to find out the water quality profile of Kabul River, its associated drains and groundwater sources along its right and left banks. Keeping in view the SDG 6, Targets 6.1, 6.2 and 6.3, the current report on existing water quality situation along the banks of River Kabul will help to plan for future.

2. METHODOLOGY

2.1 Project Area

Kabul River is 700-kilometres (430 miles) long, emerges in the Sanglakh Range of the Hindu Kush mountains in Afghanistan and empties into the Indus River near Attock, Pakistan. It is one of the most important western tributaries of Indus River. The Kabul River passes through the cities of Kabul, Surobi, and Jalalabad in Afghanistan before flowing into Khyber Pakhtunkhwa in Pakistan some 25 kilometers (16 mi) north of the Durand Line Border crossing at Torkham. The major tributaries of the Kabul River are the Logar, Panjshir, Alingar, Kunar, Bara and Swat Rivers.

The Kabul River is not little more than a trickle for most of the year, but swells in summer due to melting snows in the Hindu Kush Range. Its largest tributary is the Kunar River, which starts out as the Mastuj River, flowing from the Chiantar glacier in Brughil valley in Chitral, Pakistan and after flowing south into Afghanistan it is met by the Bashgal River flowing from Nurestan. The Kunar River meets Kabul River near Jalalabad and after this confluence the river is called Kabul River. Although Kunar carries more water than the Kabul River, the name has it has its own political and historical significance. The Kabul River is impounded by several dams. The Naghlu, Surobi, and Darunta Dams are located in the Kabul and Nangarhar provinces of Afghanistan. The Warsak Dam is in the Valley of Peshawar in Pakistan, approximately 20 km northwest of the city of Peshawar.

The untreated municipal and industrial waste from the Districts of Peshawar, Mardan, Nowshera and Charsadda is being disposed of in to different drains which finally fall into the Kabul River. Following three drains have been assessed for water quality.

2.1.1 Shahi Katha Drain

This drain carries waste from Civil Quarter, Nuathia Qadeem and joins Golf Club Drain and Budhni Nallah and finally joins Shah Alam River near Hinco Daman. The Hayatabad Drain also joins Budhni Nallah/Drain passing through Narai Khawars’ and Palosi. Finally the Budhni Drain after joining Shah Alam River drops in to Kabul River.

2.1.2 Hazar Khawani Drain

This drain covers the suburb of Peshawar passing from Kohat Road and joins Bara River near Rig Road and drops into Kabul River.

2.1.3 Kalapani Drain Mardan

This drain carries all the waste water and sewerage from District Mardan and finally joins Kabul River at Pir Sabaq Nowshera.

The groundwater samples were collected along the banks of Kabul River within one kilometre of vertical distance from right and left banks. The study area started from the Warsak Dam passing through Peshawar, Charsadda, Nowshera Districts up to Khairabad, where Kabul River merges with Indus River near Attock.

Figure 1: Project area along the banks of Kabul River

Local community of this area mainly depends on groundwater for drinking and drills water through hand pumps, bore holes and open wells.

Drinking water and sanitation facilities in KP districts are managed by two government departments, the Public Health Engineering Department (PHED) and the Local Government Rural Development Department (LGRDD). The provision of drinking water and sanitation facilities are managed by these departments via various schemes, with each scheme serving a targeted number of beneficiaries within the population (Centre for Public Policy Research, 2010)

2.2 Sampling Design

During this study 394 water samples were collected from the area along the banks of Kabul River within one kilometer vertical distance from the river mostly falling in the district boundaries of Nowshera and Charsadda. Water samples were collected from tube wells, hand pumps, bores, open and dug wells.

There were 91 tube wells surveyed, 2 were under TMA, both were functional whereas, 89 tube wells were under PHED out of which 23 were non-functional. To get representative samples, it was decided to collect 1-2 samples from each water supply line.

• First of all information regarding the depth and population being served was collected from PHED/TMA staff operating the tube well.

• Then a map of water supply scheme and distribution line was drawn by hand on paper and sampling points were selected according to the length of supply line.

• Water samples were collected from source (tube well) as well as from consumer end.

• The water samples were also collected from private (if available) bores, hand pumps and dug wells to check the effect of river water on groundwater quality, as a source of recharge.

• Water samples were collected from the river and three drains carrying waste water into the river from the following points:

1) From each drain before entering into Kabul River;

2) Upstream of Kabul River before the drain’s inlet; and

3) Downstream of Kabul River after the drain’s inlet.

The collected water samples from tube wells, consumer ends, and private sources were analyzed for drinking water quality parameters and surface water samples (from river and drains) for Dissolved Oxygen (DO), Chemical Oxygen Demand (COD), Biological Oxygen Demand (BOD) and Persistent Organic Pollutants (POPs).

2.3 Sample Collection and Preservation

Water samples for physicochemical analysis were collected in polystyrene bottles of 0.5 and 1.5 liter capacities. Before collecting the samples, the bottles were washed properly and rinsed thoroughly three times with sample water. For bacterial analysis, samples were collected in pre sterilized bottles of 200 ml volume. For analysis of trace elements and nitrate (nitrogen) nitric acid and boric acid respectively were used as preservatives in sampling bottles before collection of samples in the field. For other water quality parameters no preservative was used.

The sampling team comprised of a Research Officer, a Laboratory Assistant and a driver. Following procedure and precautionary measures were followed while collecting samples from the field. a. Tap: An un-rusted tap was selected while collecting water sample/s from water supply line/consumer end. The tap was properly cleaned and allowed to flow for a few minutes before collection of sample. b. Tube Well: A water sample from a selected tube well was collected after allowing it to flow for at least 10 minutes to get representative sample of the groundwater. The depth of groundwater level was also recorded and the location of the tube well was properly marked on the topographic survey sheet. c. Distribution Network: The water samples from a distribution network were collected from the source of supply (tube well) as close as possible, to minimize the effects of pollution in the distribution system; and from consumer end (tap) to evaluate the actual quality of water being used. All water sampling bottles were filled slowly to avoid turbulence and air bubbles, after flushing the system for sufficient time. d. Hand Pump/Dug Well: A water sample from a selected hand pump or dug well was collected after purging, making one stroke for every foot of depth (a hand pump or dug well having 30 feet of depth, needs 30 strokes for its purging). e. River: It is difficult to take true representative sample of surface water; however sampling point was selected carefully to avoid any debris in water. f. Drain: A water sample from a drain was collected with the help of a water sampler.

Figure 2: Water sample collection from drinking water sources

2.3.1 Microbiological Sample Collection

The water samples for microbiological analysis were collected in clean, sterile plastic bottles (200 ml). The care was taken to ensure that no accidental contamination occurs during sampling. Samples were taken from those taps, which were not leaking between the spindle and gland to avoid outside contamination. The samples were kept cool (in ice box) and in dark during transportation to designated laboratory of PCRWR. Where there a proper place was available, samples were analyzed just after collection by field testing method.

2.3.2 Types of Water Samples and Preservatives

Samples were collected for microbiological analysis, trace elements, waste water, nitrate (N), Persistent Organic Pollutants (POPs) and general water quality parameters. Standard sampling methods of American Public Health Association (APHA) were adopted to collect the samples. The types of samples and preservatives used are given below:

Type A – All sites –in sterilized 200 ml sampling bottles;

Type B –All sites – with 2 ml/liter nitric acid as preservative for trace elements;

Type C –All sites – with 1 ml/100 ml, 1 M boric acid as preservative for nitrate;

Type D –All sites – no preservative for other water quality parameters;

Type E – Surface and drain water – in plastic bottles for COD and BOD; and

Type F – Surface water– in glass bottles for Persistent Organic Pollutants (POPs)

2.3.3 Sample Labeling Strategy

The sampling bottles were labeled with sample type (A, B, C, D, E, F) date and sample ID with permanent ink marker and delivered to PCRWR Laboratory or to a designated drop of location for the laboratory within required holding time (6-8 hours). Sample ID for monitoring purpose was marked on the basis of actual visit sequence of various sites.

2.3.4 Sample Collection Profile

Sampling team completed the questionnaire about the location, depth, type, number of users, and anything unusual/notable around the sampling site/source.

2.4 Analytical Methods

The water samples were analyzed for aesthetic, physico-chemical and bacteriological parameters by using American Public Health Association (APHA-2012) Standard Methods. The details of the parameters and methods used for their analysis are given in Table-1.

Table 1: Water quality parameters and methods used for analysis Sr. Parameters Analysis Method No.

1 Alkalinity (as CaCO3) 2320, Standard Method (2012) 2 Arsenic (As) AAS Vario 6, Analytik Jena AG (3111B APHA) 2012

3 Bicarbonate (HCO3) 2320, Standard Method (2012) 4 Calcium (Ca) 3500-Ca-D, Standard Method (2012)

5 Carbonate (CO3) 2320, Standard Method (2012) 6 Chloride (Cl) Titration (Silver Nitrate), Standard Method (2012) 7 Electrical Conductivity (EC) E.C meter, Hach-44600-00, USA 9 Hardness (Hard.) EDTA Titration, Standard Method (2012) 10 Magnesium (Mg) 2340-C, Standard Method (2012)

11 Nitrate (NO3 as N) Cd. Reduction (Hach-8171) by Spectrophotometer 12 Odor Sensory Test 13 pH pH Meter, Hanna Instrument, Model 8519, Italy 14 Potassium (K) Flame photometer PFP7, UK 15 Sodium (Na) Flame photometer PFP7, UK

16 Sulfate (SO4) SulfaVer4 (Hach-8051) by Spectrophotometer 18 TDS 2540C, Standard Method (2012) 19 Turbidity Turbidity Meter, Lamotte, Model 2008, USA 20 Fluoride (F) 4500-FC.ion-Selective Electrode Method Standard (2012) 21 Iron (Fe) Ferro Ver Method (HACH Cat. 21057-69) 22 Bacteria 3M Petrifilm Total Coliforms and E.coli determination. (Coliform & E. coli) 23 Chemical Oxygen Demand Lovibond COD Reactor and Photometer (COD) 24 Biological Oxygen Demand Manometric Pressure Measurement Method by (BOD) Lovibond BOD System 25 Dissolved Oxygen (DO) DO Meter Method, Model Jenway 970, 26 Persistent Organic UNU-Shimadzu GCMS Analytical Method Pollutants (POPs)

2.5 Drinking Water Quality Standards

The Pakistan Environmental Protection Council approved the National Standards for Drinking Water Quality (NSDWQ) which had been developed in collaboration with WHO, UNICEF, Ministry of Health, Pakistan Council of Research in Water Resources and National University of Sciences and Technology through a countrywide consultative process. The National Standards for Drinking Water Quality are more or less in line with WHO Standards. The NSDWQ (2010) for parameters analyzed are given in Table -2

Table 2: National Drinking Water Quality Standards (2010) for parameters analyzed Sr. Permissible Limit Parameters Units No.

1. Alkalinity (as CaCO3) m.mol/l NGVS 2. Arsenic (As) mg/l ≤0.050

3. Bicarbonate (HCO3) mg/l NGVS 4. Calcium (Ca) (mg/l NGVS

5. Carbonate (CO3) mg/l NGVS 6. Chloride (Cl) mg/l 250 7. Colour TCU ≤15 8. Electrical Conductivity (EC) (µS/cm) NGVS 9. Hardness (Hard.) mg/l <500 10. Magnesium (Mg) mg/l NGVS

11. Nitrate (NO3 as N) mg/l 10 12. Odor - Unobjectionable 13. pH - 6.5-8.5 14. Potassium (K) mg/l NGVS 15. Sodium (Na) mg/l NGVS

16. Sulfate (SO4) mg/l NGVS 17. TDS mg/ <1000 18. Turbidity NTU 5 19. Fluoride (F) mg/l 1.5 20. Iron (Fe) mg/l 0.3 21. Bacteria (Coliform) MPN/100 liter 0 22. Bacteria (E.Coli) MPN/100 liter 0

The National Drinking Water Quality Standards are notified by the Pak-EPA in the Gazette with S.R.O-1063(1)/2010 and are mandatory to follow for drinking water quality and also mentioned in provincial drinking water policies.

2.6 National Environmental Quality Standards (NEQS)

The Pakistan Environmental Protection Council (PEPC) in its first meeting held on 10th May 1993 approved the NEQS. The approved NEQS were uniform standards applicable to all kinds of industrial and municipal effluents for 32 parameters. In April 1996, the PEPC set up an Environmental Standards Committee (ESC) to suggest changes where necessary, based on conditions in Pakistan. Finally after the Environmental Standards Committee endorsed the proposed revised NEQS, PEPC was recommended to approve the revised draft NEQS. In December 28, 1999 revised NEQS were approved. The NEQS are given in Table-3

Figure 3: Water quality analysis in the Laboratory

Table 3: National Environmental Quality Standards for Municipal and Liquid Industrial Effluents (mg/L, unless otherwise defined) Sr. Parameter Existing Revised Standards No. Standards Into Inland Into Sewage Into Sea Waters Treatment () 1 Temperature or Temperature Increase 40oC =<3oC =<3oC =<3oC 2 pH value 6 - 10 6 - 9 6 - 9 6 - 9 3 Bioloical Oxygen Demand (BOD)5 at 80 80 250 80 20oC (1) 4 Chemical Oxygen Demand (COD) 150 150 400 400 5 Total Suspended Solids (TSS) 150 200 400 200 6 Total Dissolved Solids (TDS) 3500 3500 3500 3500 7 Grease and oil 10 10 10 10 8 Phenolic compounds (as phenol) 0.1 0.1 0.3 0.3 9 Chloride (as Cl) 1000 1000 1000 SC 10 Fluoride (as F) 20 10 10 10 11 Cyanide (as CN) Total 2 1.0 1.0 1.0 12 An-ionic Detergents (as MBAs) 20 20 20 20

13 Sulphate (SO4) 600 600 1000 SC 14 Sulphide (S) 1.0 1.0 1.0 1.0

15 Ammonia (NH3) 40 40 40 40 16 Pesticides 0.15 0.15 0.15 0.15 17 Cadmium 0.1 0.1 0.1 0.1 18 Chromium (trivalent and hexavalent) 1.0 1.0 1.0 1.0 19 Copper 1.0 1.0 1.0 1.0 20 Lead 0.5 0.5 0.5 0.5 21 Mercury 0.01 0.01 0.01 0.01 22 Selenium 0.5 0.5 0.5 0.5 23 Nickel 1.0 1.0 1.0 1.0 24 Silver 1.0 1.0 1.0 1.0 25 Total Toxic metals 2.0 2.0 2.0 2.0 26 Zinc 5.0 5.0 5.0 5.0 27 Arsenic 1.0 1.0 1.0 1.0 28 Barium 1.5 1.5 1.5 1.5 29 Iron 2.0 8.0 8.0 8.0 30 Manganese 1.5 1.5 1.5 1.5 31 Boron 6.0 6.0 6.0 6.0 32 Chlorine 1.0 1.0 1.0 1.0

3. RESULTS AND DISCUSSION

3.1 Overall Water Quality Along the Banks of River Kabul

Over all 394 water samples were collected along banks of River Kabul, mostly falling in Districts Nowshera and Charsadda and were analyzed following the APHA Standard Protocols. The major contaminants with their percentages are given in the following Table-4.

Table 4: Types of contaminants found in drinking water Sr. Parameters Unsafe samples No. No. %age 1. TDS 27 7 2. Hardness 34 9 3. Turbidity 10 3 4. pH 5 1 5. NO3 4 1 6. Chloride 22 6 7. Total Coliforms 132 34 8. E. coli 64 16

The analytical finding showed that 169 (43%) water samples were unsafe for drinking out of 394 water samples. Microbiologically, 132 (34%) samples were found contaminated with total Coliforms, whereas 64 (16%) samples were found contaminated with E.coli (in the range of 1- 100 cfu/ml). This microbiological contamination was mostly found in the shallow and unprotected groundwater sources like open wells, bores and hand pumps. The presence of bacterial contamination in water distribution system indicates its probable entrance through leakages in water supply lines. The results of chemical analysis revealed high levels of TDS in 27 (7%) and hardness in 34 (9%) sources in addition to chloride and turbidity.

35% 30% 25% 20% 15% 10% 5% 0% pH TDS Hardness Cl NO3 Turbid Total E.Coli Coliform

Figure 4: Levels of contaminants found in drinking water

The analytical findings showed that chemically, the drinking water parameters were within permissible limits except in 9% samples, with high values of hardness, turbidity and nitrate (Table-3). The chemical contaminations in groundwater samples could be due to underground mineral geology of the area. 132 (33.5%) samples were found unsafe due to bacterial contamination.

3.2 Water Quality of Different Sources

Five different types of water sources were assessed along the banks of Kabul River, the water quality situation of those sources is as follows.

Table 5: Water quality status of different drinking water sources

Number of Samples beyond permissible Limits of NDWQS Safe Unsafe Source Total Total pH TDS Hardness NO Chloride Turbid. E. coli 3 Coliform Bore 122 1 11 13 7 1 5 32 13 73 49

Hand Pump 94 1 5 5 1 1 5 27 7 61 33

Open Well 68 1 6 13 3 2 0 51 35 14 54 Tap 42 1 3 1 7 0 0 19 8 18 24 Tube Well 68 1 2 2 4 0 0 3 1 59 9 Total 394 5 27 34 22 4 10 132 64 225 169

Safe (%age) Unsafe (%age)

90% 80% 70% 60% 50%

(%age) 40% 30% 20% 10% 0% Bore Hand Pump Open Well Tap Tubewell Source

Figure 5: Water quality status of different drinking water sources

14 a. Bores

A total of 122 samples were collected from household bores, out of those 49 (40%) were found unsafe whereas 73 (60%) were safe for drinking purpose. Out of 49 unsafe sources 32 (26%) were found contaminated with Total Coliforms whereas 13 (11%) with E. coli bacteria, in 11 (9%) water samples TDS and in 13 (11%) hardness were found beyond permissible limits of National Drinking Water Quality Standards. b. Dug /Open Wells

A total 68 samples were collected from household wells. Out of 68 sources 54 (79%) were found unsafe for drinking. The total coliforms were detected in 51 (75%) sources whereas 35 (51%) sources were found contaminated with E. coli. High level of microbial contamination showed that those open /dug wells, mostly shallow are recharged by river water which is highly contaminated with bacteria. The sewage water is being discharged by drains in the river and indirectly affecting the shallow groundwater sources. The dug/open wells were also not protected properly from environmental contamination. c. Hand Pumps

A total of 94 water samples were collected from hand pumps at household level, 33 (35%) sources were found unsafe whereas 61 (65%) were found safe. Out of unsafe sources 27 (29%) were found contaminated with Total Coliforms whereas 7 (7%) were found contaminated with E. coli. The presence of E coli in household shallow hand pumps could be due to the recharge by contaminated river water or by nearby unprotected septic tanks built in the houses. Chemically in 5 (5%) sources the TDS, hardness and turbidity were found beyond the permissible levels of NDWQS. d. Storage Tanks

Five samples were collected from the storage tanks, 4 (80%) were safe whereas, 1(20%) was found unsafe for the drinking purpose due to the presence of Total Coliforms and E. coli. e. Tube Wells

A total of 91 tube wells were surveyed along the banks of Kabul River during the study. Out of these, 2 tube wells were under the control of TMA and both were

operational, whereas, 89 tube wells were under the control of PHED and 66 were operational whereas, 23 tube wells were non-operational.

Overall 68 tube wells were operational and were assessed for drinking water quality. 59 (87%) sources were safe whereas, 9 (13%) were unsafe for drinking purpose. The major contaminants were chloride was found in 3 (4%), Total Coliforms in 3 (4%) and E coli in 1 (1%) sample. f. Taps/Water Supply

A total of 42 samples were collected from household taps receiving drinking water from water supply lines. Out of 42 water samples 19 (45%) were found contaminated with Total Coliforms whereas 8 (19%) were found contaminated with E. coli. Overall 24 (57%) sources were found unsafe for drinking.

The analytical findings showed that drinking water at sources was almost safe but the contaminations entered in the distribution system due to leakages in the pipe lines or from unprotected storage tanks.

Bore Hand Pump Open Well Tap Tubewell

80% 70% 60% 50% 40% (%ag) 30% 20% 10% 0% pH TDS Hardness Cl NO3 Turbid Total E.Coli Coliform Contamination Figure 6: Levels of contaminants found in different drinking water sources

Community hand pump installed at a dumping Leakage of main water supply pipe line supplying site at Ameen Abad Akora Khattak Shadu water to overhead storage tank

Tube well installed near a dumping site Drinking water supply line along the drain

Figure 7: Poor condition of water supply and sewage lines

g. Water Quality of Kabul River and Associated Drains

The value of COD and BOD in drains was beyond the permissible limits of NEQS for the effluent ranging from 180-262 mg/L and 98-120mg/L respectively. Similarly the value of Dissolved Oxygen (DO) in drains was ranging from 1.10-3.4 mg/L. The quality of river water is being deteriorated by wastewater, after confluence of Kalapani Drain with Kabul River the river water quality becomes similar to drain water quality, as COD at 170 mg/L and BOD at 98mg/L which are beyond the NEQS permissible limits of effluent.

Table 6: Level of pollution load of in Kabul River and associated drains

Location Latitude Longitude Altitude DO COD BOD Sr# Permissible limit Source Description River 150 80 N E ft NEQS 5 ppm ppm ppm Nearly half UC Daman-e- kilometer before 1 Afghani or 34°4.370 71°36.670 952 Drain 2.50 190.00 120.00 confluence with Daman-e-Pashtu Shah Alam Stream Shah Alam stream WC Daman-e- 2 34°4.400 71°39.028 928 Stream after mixing with 5.60 41.00 32.00 Afghani/Pashtu drain Shah Alam and Nagman Streams Garhi Momin, UC 3 34°04.702 71°42.734 945 Stream joining point 5.80 37.00 28.00 Muhib Bunday before confluence with Kabul River Kabul River after Kampe Village, confluence with 4 UC Muhibluday 34°05.115 71°43.192 928 River 5.80 35.00 26.00 Shah Alam and (Kabul River) Nagman Streams Banda Sheikh 5 Ismail, UC 34°05.441 71°45.036 935 Drain Bardha Drain 1.10 262.00 120.00 Muhiblday Banda Sheikh Kabul River after 6 Ismail, UC 34°05.336 71°45.702 928 River confluence with 5.20 70.00 32.00 Muhiblday Bardha Drain Jehangira Bridge, 7 33°58.093 71°12.921 River Kabul River 5.50 63.00 37.00 Kabul River Kalapani Nullah, carrying industrial, agriculture, Villey Sanoober, 8 34°01.874 72°02.777 873 Sewage hospital, household 3.40 180.00 120.00 UC Pir Sabaq waste before joining the Kabul River Mian Pir Sabak Kabul River after 9 Bridge, UC Pir 34°00.540 072°03.042 880 River confluence with 4.20 170.00 98.00 Subak Kalapani Nullah

The Persistent Organic Pollutants (POPs) have also been detected in drains as well as in river water. It indicates that the pesticides and herbicides used on agriculture are also been added in Kabul River with storm runoff. The DDT and degrades of DDT were detected in significant concentrations as shown in Table-7.

In a previous study by PCRWR the water quality of river water along with associated drains and groundwater sources was monitored along Ravi and Sutlej Rivers and it was found that the organic contaminants in river water were also affecting the groundwater sources (Saiqa et.al. 2018). All shallow groundwater sources near the drains were found contaminated with

Persistent Organic Pollutants (POPs). The shallow groundwater source of Khudpur Village near Hudiara Drain and the Rangewala shallow source near Kasur Nullah were found highly contaminated with p,p (para, para) DDD, o,p (ortho para) DDD, o,p (ortho para)DDE. These are the degradents of DDT. It shows that the DDT might have been used in near past and its significant concentration still persists in the environment. The groundwater sources are being contaminated by POPs through recharge of rivers and drains. It is therefore concluded that the persistent organic pollutants present in Kabul River or associated drains can cause the contamination of shallow groundwater sources.

Table 7: Levels of Persistent Organic Pollutants in Kabul River and associated drains

Trans- o,p- cis- p,p- o,p- p,p- o,p- p,p- Location Description HCB Heptachlor Aldrin Mirex chlordane DDE chlordane DDE DDD DDD DDT DDT Sr# Source Permissible limit 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb 2ppb NEQS UC Daman-e- Before cinfluence 1 Afghani or Daman- Drain with Shah Alam BDL 1.44 BDL BDL 3.35 2.56 BDL 1.63 1.93 BDL 7.12 2.80 e-Pashtu Stream

Shah Alam Stream WC Daman-e- 2 Stream after mixing with BDL BDL 0.23 BDL 2.00 0.20 BDL 2.00 2.00 2.00 2.00 BDL Afghani/Pashtu drain Shah Alam and Negman Streams Garhi Momin, UC 3 Stream joining point before BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Muhib Bunday confluence with Kabul River Kabul River after before confluence Kampe Village, UC 4 River with Shah Alam BDL BDL 0.70 BDL BDL BDL BDL BDL BDL BDL 3.56 BDL Muhibluday and Negman Streams Banda Sheikh 5 Ismail, UC Drain Bardha Drain 0.01 2.01 2.30 BDL BDL BDL BDL 1.15. BDL 2.00 0.19 BDL Muhiblday

Banda Sheikh Kabul River after 6 Ismail, UC River joining with Barda BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Muhiblday Drain

7 Jehangira Bridge River Kabul River 0.03 0.01 0.05 BDL BDL BDL BDL 1.25. BDL BDL 1.91 BDL

Kalapani Nullah, carrying industrial, agriculture, Villey Sanoober, 8 Sewage hospital, household 0.03 BDL 1.25. BDL 2.00 BDL 4.25 0.25 0.51 0.73 12.16 0.13 UC Pir Sabaq waste before joining the Kabul River

Mian Pir Sabak Kabul River after 9 Bridge, UC Pir River confluence with 0.01 BDL 0.25 BDL BDL BDL 0.01 0.06 0.02 BDL 8.98 BDL Subak Kalapani Nullah

It was observed that the significant concentrations of Dichlorodiphenyltrichloroethane (DDT) and its metabolites Dichlorodiphenyldichloroethylene (DDE) and Dichlorodiphenyldichloroethane (DDD) and Hexachlobenzene (HCB) were found in drain water especially in Kalapani Drain and in river water after mixing with the same drain.

Many epidemiological studies have investigated the association between breast cancer and levels of DDT and DDT-derived compounds in blood or adipose tissue from humans. Some studies have suggested a positive association in several case-control studies (Charlier et al., 2003, 2004; Mathur et al., 2002; Romieu et al., 2000). IARC has assigned a weight-of evidence classification of 2B to DDT, possibly carcinogenic to humans (IARC, 1991). US- EPA assigned DDT, DDE, and DDD a weight-of evidence classification of B2, probable human carcinogens (ATSDR, 2002).

4. CONCLUSIONS and RECOMMENDATIONS

4.1 Conclusions

Out of a total of 394 water samples collected for analysis, 169 (43%) were found contaminated, whereas 225 (57%) were found safe. Most of the water supply sources were found safe chemically but unfit microbiologically. The tube wells at source points were found safe because majority of the tube wells were deep ranging between 120-450 feet. The probable cause of contamination in the distribution lines can be attributed to leakages in the pipelines or unprotected storage tanks. The open wells, bores and hand pumps at household level were also found contaminated with bacteria and other chemical constituents like pH, turbidity and hardness were also found beyond permissible limits. The causes of contamination in shallow water sources might be: non-protection from environmental pollution; recharge by contaminated river water, as their depths started from 12 feet; mixing of groundwater with underground sewage water percolating from sewage lines/septic tanks.

The river water quality showed that it is being deteriorated due to the addition of municipal, industrial and agricultural waste without treatment. Not a single drain complied with the permissible NEQS limits of Chemical Oxygen Demand (COD) and Biological Oxygen Demand (BOD). After the mixing of Kalapani Nullah the quality of river water was so deteriorated that it crossed the permissible limits of COD and BOD of NEQS even for effluent. It was observed that the significant concentrations of Dichlorodiphenyltrichloroethane (DDT) and its metabolites Dichlorodiphenyl dichloroethylene (DDE) and Dichlorodiphenyldichloroethane (DDD) and Hexachloro benzene (HCB) were found in drain water. These organic pollutants can reach our drinking water sources because the groundwater sources are recharged by rivers and drains.

4.2 Recommendations

1. The PHED/TMA may conduct an immediate survey of the area to find out the facts and figures about non-operational water supply schemes and damaged water supply lines in the district. After estimating the budget, it should be decided, whether new supply lines need to be installed or repair of old would serve the purpose. 2. Proper town planning (master planning) plays very important role in designing of water supply and sanitation systems. Inter-departmental collaboration is essential to maximize the benefit of limited investment and avoid duplication. Town planners may take into consideration the complete mapping of the area for the installation of water supply lines and sewage lines before allowing the construction of houses, streets and link roads. Only by this way a proper water conveyance system avoiding the mixing of drinking water with sewage water can be laid down. In the present scenario the only long term solution is to “undo and redo”. It is recommended that the Government may mobilize funds for the replacement of existing water supply lines, area wise, each year based on set criteria. 3. Similarly, a proper sewer system (closed sewage pipe) is also needed in the cities. This is the only sustainable and effective solution to avoid contamination of drinking water. This should be included in master plans of the districts. As a first step, a mapping of sanitation/drainage lines may also be conducted alongside the mapping of water supply lines. 4. In order to support the sustainability of water and sanitation services, awareness may be created among the communities about importance of water, paying for the services and discouragement of illegal connections. The consumers need to be brought under regular water billing network. The billing amount is currently very nominal and needs to be rationalized in the context of the services provided. The revenue thus generated could be utilized in repair and maintenance of water supply and sanitation systems. 5. While long-term planning efforts are underway, to reduce the microbiological contamination of water at the consumer end, it is recommended that water in storage tanks may be chlorinated before being supplied to the community. The residual effect of chlorine protects water from further contamination in distribution lines. 6. Chlorination should follow standard guidelines with the World Health Organization (WHO) and NSDWQ. The chlorine dose at source should be enough (2-5mg/L)

depending upon the pollution load in source water to ensure there will be sufficient residual chlorine (0.5-1.5 mg/L) present in the water at source to protect the water during storage and distribution, and it should be ≥ 0.2 mg/L at the point of consumer delivery. In general, chlorine has a taste/odor threshold at>0.3 mg/L. For effective disinfection, the WHO recommends at least 30 minutes contact time, where the residual chlorine concentration is ≥0.5 mg/L 7. Global practice indicates that regular water quality monitoring of water sources, pipelines and consumer ends must be undertaken by the service provider and verified periodically by an independent surveillance body. Therefore, a Water Quality Monitoring and Surveillance Plan should be developed for each district. Generally, the microbiological quality is monitored on quarterly basis whereas chemical quality monitoring once a year is considered sufficient. 8. The current repair and maintenance process of damaged supply lines and non- functional schemes is very poor, due to lack of technical staff as well as slow process of funding from the government departments, in particular the PHED. There must be readily available funds allocation and available technical manpower to overcome the problems. The departments may revise procedures for allocation and distribution of funds for repair/maintenance. 9. A human resource capacity development plan needs to be developed to appropriately manage the services. For example, the maximum numbers of tube wells are under the PHEDs, therefore the appropriate technical manpower should be hired by the concerned department to ensure the provision of safe drinking water to the community. Additionally, a human resource training program may be planned for new and existing professionals of water supply schemes for management, budgeting, repair maintenance and disinfection treatments. 10. The service provider needs to improve engagement and communication with consumer. This will help build trust between the service provider and community resulting in improved services. The PHEDs/TMAs Charsadda and Nowshera may also develop plans to educate communities on safe water use and handling, for example the development and sharing of guidelines with consumers to promote cleaning/disinfection of household level underground and overhead tanks on regular basis. 11. The dug/open wells at community as well as household levels should be protected to avoid entrance of microbiological contamination through rain water, etc. Where this

falls under the service provider’s responsibility, this may be budgeted through appropriate channels. For private sources, communities should be provided technical guidance on source protection methods. 12. To avoid continuing water contamination at household level, septic tanks at household level may be lined properly and an appropriate horizontal distance of at least 50 feet (US-EPA) may be maintained from drinking water sources and water storage tanks. PHED/TMA Charsadda and Nowshera may ensure development and communication of guidelines to households within their service area/s. 13. There must be clear segregation of responsibilities among the departments in terms of service provider; independent surveillance body and regulator at provincial level and all should be accountable for their duties. A provincial consultation may be initiated to collect the views, understanding and way forward. 14. There must be implementation and enforcement of drinking water policy for KP and National Drinking Water Quality Standards by the stakeholders involved in provision of safe drinking water. 15. Stopping the disposal of untreated wastewater into the surface water bodies would of course improve the water quality of rivers. The river water quality needs to be improved by treatment of municipal and industrial wastewater.

5. REFERENCES

APHA, (2012). Standard Methods for Examination of Water and Waste Water. 22nd edition, American Public Health Association and water Pollution Control Federation, New York, Washington, D.C

ATSDR, (2002). The toxicological profile for DDT, DDE, DDD, regulations and advisories, Agency for Toxic Substances and Disease Registry, Division of Toxicology and Environmental Medicine Atlanta, GA 30333.

Centre for Public Policy Research, 2010: Socioeconomic baseline and displacement impact, District Swat.

Charlier, C., Albert, A., Herman, P., Hamoir, E., Gaspard, U., Meurisse, M., Plomteux, G. (2003). Breast cancer and serum organochlorine residues. Occup Environ Med. 60(5): 348-351.

Charlier, C., Foidart, J.M., Pitance, F., Herman, P., Gaspard, U., Meurisse, M., Plomteux, G. (2004). Environmental dichlorodiphenyltrichlorethane or hexachlorobenzene exposure and breast cancer: is there a risk? Clin Chem Lab Med. 42(2): 222- 227.

Fazilda, N. (2017). How India and Pakistan are competing over the mighty Indus River. Independent Wednesday 7 June 2017. http://www.independent.co.uk/environment/how-india-and-pakistan-are- competing-over-the-mighty-indus-river-a7769506.html retrieved on September 15, 2017

Imran S., L. N. Bukhari. and M. Ashraf (2018). Spatial and temporal trends in river water quality of Pakistan (Sutlej and Ravi) 2018. Pakistan Council of Research in Water Resources (PCRWR), pp. 83.

Inter Press Services, 2015 Drinking water shortages plague Pakistan Region” http://www.ipsnews.net/2015/11/drinking-water-shortages-plague-pakistan- region/ retrieve 19 February, 2018.

IARC (1991). Occupational exposure in insecticide application and some pesticides. Monographs on evaluation of carcinogenic risks to humans, International Agency for Research on Cancer. 53(9): 179249.

Khan, S. Shahnaz, M., Jehan, N., Rehman, S., Shah, M. T., Din, I, 2012. Drinking water quality and human health risk in Charsadda District, Pakistan, Journal of Cleaner Production (2012), doi: 10.1016/j.jclepro.2012.02.016

Mathur, V., Bhatnagar, P., Sharma, R.G., Acharya, V., Sexana, R. (2002). Breast cancer incidence and exposure to pesticides among women originating from Jaipur. Environ Int. 28(5): 331-336.

Romieu, I., Hernandez-Avila, M., Lazcano-Ponce, E., Weber, J.P., Dewailly, E. (2000). Breast cancer, lactation history, and serum organochlorines. Am J Epidemiol. 152(4): 363-370.

The Nation October 07, 2017. Per capita water availability declines to 908 cubic meters. WAPDA Briefing to National Defense University (NDU) Delegate.

Ththirdpole.net 2017 Afghanistan-Pakistan treaty on Kabul River Basin https://www.thethirdpole.net/en/2017/03/02/afghanistan-pakistan-treaty-on-the- kabul-river-basin/ retrieved on April 04, 2018.

US-Environmental Protection Agency (EPA) Drilled-well clearance distance https://inspectapedia.com/water/well_clearance_distances.php retrieved on 30th November, 2018. http://epd.punjab.gov.pk/systm/files/satluj%20continue2_0.pdf retrieved on September 15, 2017

6. ANNEXURE DRINKING WATER QUALITY ANALSIS RESULTS ALONG THE BANKS OF KABUL RIVER

NO3 Location Latitude Longitude Altitude EC pH Taste Col. Odor Turb. Ca Hard Mg Alk HCO3 CO3 Cl K Na SO4 TDS As F T. Col E. coli Owned Depth (N) Safe/ Sr# Source Permissible by (feet) 6.5- 500 250 10 1000 50 1.50 Nil Nil Unsafe North East Meters NGVS Unobj. Clear O.less 5 NTU NGVS NGVS NGVS NGVS NGVS NGVS NGVS NGVS limit NSDWQ 8.5 mg/l mg/l mg/l mg/l µg/l mg/l CFU/1ml CFU/1ml Dagi Khel Tanki Road, Tube 1 34°00.789 71°58.679 282 PHED 355 696 8.1 Unobj. C Less O less 1.16 52 200 17 220 220 BDL 10 4.00 70 6.00 75 283 5.84 0.25 Nil Nil Safe UC Nowshera well city Dagi Khel Tanki Road, Tube 2 34°00.801 71°58.530 288 PHED 350 800 8.2 Unobj. C Less O less 0.08 60 280 32 270 270 BDL 10 14.10 40 9.00 80 440 0.23 Nil Nil Safe UC Nowshera well city 3 Zafar 34°00.748 71°58.452 290 Tap 758 8.2 Unobj. C Less O less 0.12 60 250 24 240 240 BDL 8 13.10 50 9.00 80 417 Nil Nil Safe

4 Baber 34°00.897 71°58.319 290 Tap 759 8.2 Unobj. C Less O less 0.17 90 250 6 250 250 BDL 8 13.10 44 9.00 70 417 Nil Nil Safe Khyal Open 5 34°01.032 71°58.141 276 80 1174 7.7 Unobj. C Less O less 0.49 80 410 51 400 400 BDL 24 8.60 67 5.00 105 646 6 Nil Unsafe Muhammad well 6 Sajid 34°01.109 71°58.783 282 Bore 110 815 8.3 Unobj. C Less O less 0.07 70 300 30 270 270 BDL 10 11.10 44 8.00 91 448 Nil Nil Safe Kabul River, Tube 7 UC Kabul 34°00.916 71°59.69 281 PHED 380 924 8.0 Unobj. C Less O less 0.21 100 300 12 320 320 BDL 25 3.00 80 2.00 99 506 0.27 25 5 Unsafe well River 8 Waqas 34°01.203 71°59.709 289 Tap 919 8.0 Unobj. C Less O less 0.23 100 300 12 320 320 BDL 24 2.90 76 0.80 100 505 3 Nil Unsafe

9 Mehmood 34°11.46 71°59.564 288 Tap 905 8.1 Unobj. C Less O less 0.18 90 280 13 300 300 BDL 28 3.10 80 0.60 100 498 2 Nil Unsafe

10 Ayaz 34°01.108 71°59.139 294 Bore 85 603 8.1 Unobj. C Less O less 0.16 80 240 10 210 210 BDL 14 3.00 35 1.00 60 332 7 2 Unsafe

11 Sadiq Shah 34°01.006 71°59.133 295 Tap 916 7.9 Unobj. C Less O less 0.21 80 270 17 300 300 BDL 10 3.00 82 2.00 110 502 7 2 Unsafe Khairabad, UC Tube 12 33°53.524 72°13.406 307 PHED 1420 7.9 Unobj Clear O.less 5.00 80 480 68 8 420 BDL 96 2.60 120 7.00 94 744 0.21 Nil Nil Safe Khairabad well Shadiq 13 33°53.606 72°13.383 292 Tap 530 8.2 Unobj Clear O.less 0.63 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 Nil Nil Safe Aaaahmad Salman Farsi 14 33°53.578 72°13.553 302 Bore 70 1050 7.4 Unobj Clear O.less 1.79 80 410 51 9 460 BDL 35 4.00 62 2.00 64 581 Nil Nil Safe Mosque 15 Malik Zahid 33°53.489 72°13.501 293 Tap 540 7.7 Unobj Clear O.less 1.00 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 0.05 Nil Nil Safe

16 Masjid Ali 33°53.890 72°12.903 302 Bore 153 510 8.1 Unobj Clear O.less 0.85 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 Nil Nil Safe Amirabad Tube 17 Akora, UC 33°59.691 72°07.388 350 PHED 575 7.6 Unobj Clear O.less 0.18 40 240 34 4 220 BDL 10 2.80 24 4.00 29 290 0.36 Nil Nil Safe well Mera Akora 18 Naeemullah 33°59.680 72°07.413 310 Bore 200 450 7.6 Unobj Clear O.less 0.30 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 0.15 Nil Nil Safe

19 Islam Gul 33°59.837 72°07.494 318 Bore 190 450 7.9 Unobj Clear O.less 0.18 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 Nil Nil Safe

Mera Akora, Tube 20 UC Mera 33°59.521 72°06.808 283 PHED 450 970 7.9 Unobj Clear O.less 5.00 80 370 41 6 310 BDL 65 3.90 72 9.00 59 492 0.42 Nil Nil Safe well Akora 21 Wahab Gul 33°59.531 72°06.831 289 Tap 450 7.9 Unobj Clear O.less 0.13 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 10 Nil Unsafe

22 Arshid 33°59.530 72°06.774 287 Bore 200 522 8.5 Unobj Clear O.less 1.15 60 240 22 5 230 20 24 1.60 24 1.00 15 289 0.04 Nil Nil Safe

23 Gohar Ali 33°59.522 72°06.745 282 Tap 522 8.1 Unobj Clear O.less 0.12 60 240 22 5 230 BDL 24 1.60 24 1.00 15 289 Nil Nil Safe Mandori Tube 24 33°48.270 72°13.262 298 PHED 350 521 7.8 Unobj Clear O.less 0.05 60 240 22 5 230 BDL 24 1.60 24 1.00 15 289 Nil Nil Safe Nowshera well 25 M Rehan 33°48.150 72°13.730 292 Tap 840 7.3 Unobj Clear O.less 0.70 60 300 36 6 280 BDL 48 5.40 64 7.00 34 447 15 2 Unsafe

26 Ijal Ali 33°48.141 72°13.783 310 Tap 1695 7.6 Unobj Clear O.less 1.10 120 500 49 9 450 BDL 144 38.00 90 8.00 124 870 Nil Nil Safe Hand 27 Iftikhar Ahmed 33°48.117 72°13.860 294 105 918 7.6 Unobj Clear O.less 0.14 60 360 51 7 340 BDL 44 1.70 68 9.00 31 500 0.10 Nil Nil Safe Pump 28 Govt. P School 33°48.133 72°13.742 287 Bore 90 462 7.7 Unobj Clear O.less 0.22 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 Nil Nil Safe Jabba, UC Tube 29 33°47.895 72°13.193 291 PHED 200 750 7.8 Unobj Clear O.less 0.18 80 300 24 6 280 BDL 58 3.00 32 5.00 27 414 Nil Nil Safe Jabba well Govt High 30 33°47.855 72°13.405 297 Bore 145 750 7.7 Unobj Clear O.less 0.27 80 300 24 6 280 BDL 58 3.00 32 5.00 27 414 Nil Nil Safe School Jabba 31 Saddiq 33°47.864 72°13.364 290 Tap 526 7.8 Unobj Clear O.less 0.39 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 Nil Nil Safe Open 32 Khalid Khan 33°47.892 72°13.203 294 1630 7.5 Unobj Clear O.less 0.67 120 500 49 9 450 BDL 144 38.00 90 8.00 124 870 BDL 2 Nil Unsafe well 33 M Tufail 33°47.909 72°13.091 284 Tap 1458 7.6 Unobj Clear O.less 0.39 44 220 27 6 280 BDL 280 1.10 230 10.00 26 820 23 4 Unsafe WSS Kund, Tube 34 33°56.187 72°13.021 292 PHED 200 1502 7.5 Unobj Clear O.less 0.31 44 220 27 6 280 BDL 280 1.10 230 10.00 26 820 Nil Nil Unsafe UC Khairabad well 35 Ijaz 33°55.773 72°13.72°1 293 Tap 1420 7.8 Unobj Clear O.less 0.30 44 220 27 6 280 BDL 280 1.10 230 10.00 26 820 Nil Nil Unsafe

36 Saifur Rehman 33°55.789 72°13.684 290 Tap 2139 7.1 Unobj Clear O.less 0.14 156 630 58 11 550 BDL 280 1.60 180 10.00 132 1187 Nil Nil Unsafe Zeeshan Open 37 33°55.816 72°13.684 287 300 1295 7.2 Unobj Clear O.less 0.18 60 350 49 8 390 BDL 130 2.90 150 10.00 19 689 BDL Nil Nil Safe Ahmed well 38 Qaiser Raja 33°55.917 72°13.655 287 Bore 130 1352 7.5 Unobj Clear O.less 0.13 60 350 49 8 390 BDL 130 2.90 150 10.00 19 689 Nil Nil Safe Darwazgai, UC Tube 39 33°49.254 72°13.193 297 PHED 200 1352 7.7 Unobj Clear O.less 0.06 60 350 49 8 390 BDL 130 2.90 150 10.00 19 689 Nil Nil Safe Mandezi well 40 Saddiq 33°49.854 72°13.667 286 Tap 660 7.6 Unobj Clear O.less 0.16 80 270 17 5 230 BDL 55 3.00 24 5.00 24 363 5 1 Unsafe

41 Attaullah 33°50.085 72°13.935 293 Tap 450 7.7 Unobj Clear O.less 0.10 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 0.34 7 Nil Unsafe Govt H S 42 33°49.842 72°13.643 293 Bore 150 453 7.4 Unobj Clear O.less 0.10 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 Nil Nil Safe Darwargai Thasha, UC Tube 43 33°46.666 72°12.031 292 PHED 190 523 7.5 Unobj Clear O.less 0.03 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 Nil Nil Safe Inzari well 44 Walayat Khan 33°46.434 72°11.249 292 Tap 446 7.6 Unobj Clear O.less 0.01 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 Nil Nil Safe Open 45 Khalil 33°46.451 72°11.238 287 40 446 7.8 Unobj Clear O.less 0.10 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 0.18 4 Nil Unsafe well 46 Aftab Ahmed 33°46.082 72°11.403 287 Tap 446 7.6 Unobj Clear O.less 0.09 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 10 Nil Unsafe

Ghareeb Pura, Tube 47 33°47.033 72°12.020 285 PHED 170 510 7.5 Unobj Clear O.less 0.10 40 200 24 4 210 BDL 10 2.80 24 4.00 29 274 Nil Nil Safe UC Inzari well 48 Rahid 33°46.695 72°11.918 289 Tap 446 7.6 Unobj Clear O.less 0.10 40 200 24 4 190 BDL 10 2.80 14 4.00 29 252 Nil Nil Safe Open 49 Qayyum 33°46.739 72°11.906 290 60 575 7.2 Unobj Clear O.less 0.10 40 240 34 4 220 BDL 10 2.80 24 4.00 29 290 0.25 Nil Nil Safe well 50 Gul Pasand 33°46.670 72°12.038 303 Tap 690 7.3 Unobj Clear O.less 0.10 48 280 39 5 270 BDL 28 1.60 32 8.00 35 381 15 Nil Unsafe Khan Sher Ghani Pabbi, Tube 51 34°00909 71°47841 303 PHED 350 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F UCPabbi ( well N.F) Hand 52 Bilal 34°00921 71°47833 289 940 7.8 Unobj Clear O.less 0.84 80 350 36 7 350 BDL 37 7.50 90 3.00 70 567 Nil Nil Safe Pump Hand 53 Usama 34°00882 71°47839 294 1130 7.7 Unobj Clear O.less 2.08 40 320 53 7 340 BDL 60 21.00 120 2.00 140 647 Nil Nil Safe Pump M. Asghar Ali Hand 54 Shah St. M. 34°00839 71°47840 251 1210 7.7 Unobj Clear O.less 1.67 40 320 53 7 340 BDL 60 21.00 120 2.00 140 647 Nil Nil Safe Pump Bin Qasim Khush Muqam Pabbi, UC Tube 55 33°02221 71°44874 279 PHED 200 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Choki well Mumraiz (N.F) Hand 56 Sadat Khan 34°02357 71°44635 289 1130 7.9 Unobj Clear O.less 1.18 40 320 53 7 340 BDL 60 21.00 120 2.00 140 647 Nil Nil Safe Pump Hand 57 Waheed 34°02291 71°44659 291 1130 7.7 Unobj Clear O.less 5.00 40 320 53 7 340 BDL 60 21.00 120 2.00 140 629 Nil Nil Safe Pump Hand 58 Noor Saeed 34°02193 71°44881 288 740 7.6 Unobj Clear O.less 5.00 60 250 24 5 260 BDL 42 2.30 42 9.00 34 395 3 Nil Unsafe Pump Moh: Tezzi # 2 Tube 59 Pubbi UC 33°00270 71°56953 293 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Pabbi (N.F) Hand 60 Anwar Zaib 33°00416 71°56567 296 940 7.8 Unobj Clear O.less 1.57 80 350 36 7 350 BDL 37 7.50 90 3.00 70 567 Nil Nil Safe Pump Hand 61 Jaffar 33°00444 71°47585 297 1120 7.8 Unobj Clear O.less 1.28 40 320 53 7 340 BDL 60 21.00 120 2.00 140 872 Nil Nil Safe Pump Khattak Tube 62 Mahalla, 34°07049 72°01388 297 PHED 350 1610 8.2 Unobj Clear O.less 0.32 160 190 15 6 300 BDL 285 4.50 260 1.00 130 212 Nil Nil Unsafe well Rashakai 63 Nasir 34°07084 72°01484 295 Bore 5220 7.2 Unobj Clear O.less 0.71 12 600 139 19 940 BDL 730 9.30 980 10.00 620 3103 Nil Nil Unsafe

64 Nawaz Khan 34°07021 72°01533 299 Tap 1860 7.9 Unobj Clear O.less 0.99 24 110 12 5 250 BDL 315 3.70 260 2.00 200 974 5 Nil Unsafe

65 Nawaz Khan 34°07021 72°01533 304 Bore 1890 7.9 Unobj Clear O.less 0.80 16 100 15 17 850 BDL 145 2.90 330 7.00 1401 2450 Nil Nil Unsafe

66 Fardan 34°07034 72°01464 304 Tap 1680 8.1 Unobj Clear O.less 0.19 40 120 5 5 250 BDL 300 3.00 260 3.00 200 971 Nil Nil Unsafe Tor Dahri Road Rasaki Tube 67 34°71467 72°16847 299 PHED 80 1450 8.2 Unobj Clear O.less 0.10 36 150 15 4 220 BDL 270 4.10 250 2.00 130 846 Nil Nil Unsafe Railway Pat, well UC Rashakai Fazal Hussain, 68 Sartaj 34°07456 72°01132 296 Bore 1120 8.5 Unobj Clear O.less 3.32 36 120 7 10 480 BDL 25 2.40 200 3.00 15 587 Nil Nil Safe mohallah

M. ali Tordair 69 Road Uc 34°715183 72°16476 289 Tap 1450 8.2 Unobj Clear O.less 0.10 36 150 15 5 240 BDL 170 3.80 240 3.00 155 777 Nil Nil Safe Rasaki Sartaj Uc 70 34°07456 72°01132 292 Bore 860 9.2 Unobj Clear O.less 1.31 48 140 5 7 330 40 25 1.40 130 4.00 28 453 Nil Nil Unsafe Rasaki Makki Masjid Tube 71 Mohallah, UC 34°01.360 72°43.045 396 PHED 180 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Balu Mir Akbar Hand 72 34°01363 72°43005 290 900 7.6 Unobj Clear O.less 5.00 60 360 51 7 330 BDL 36 4.30 52 1.00 130 536 Nil Nil Safe Mahallah Balu Pump Hand 73 M. Adil 34°01374 71°43140 288 910 7.6 Unobj Clear O.less 5.00 60 360 51 7 330 BDL 36 4.30 52 1.00 130 536 Nil Nil Safe Pump Hand 74 Nabi Gul 34°01344 72°43119 286 760 7.5 Unobj Clear O.less 5.00 36 370 68 8 390 BDL 25 4.70 36 2.00 40 453 Nil Nil Safe Pump Landi Khel, Tube 75 34°06796 72°01417 283 PHED 585 1960 9.6 Unobj Clear O.less 2.38 40 280 44 3 140 40 520 3.30 320 1.00 175 1190 Nil Nil Unsafe UC Rashakai well Nazim Main Mudasar Shah 76 34°006710 72°01398 293 Bore 1440 8.3 Unobj Clear O.less 0.75 40 160 15 5 230 BDL 250 4.70 250 3.00 105 841 Nil Nil Safe Muhallah Haji Khel Nazim Main Mudasar Shah 77 34°006710 72°01398 297 Tap 810 8.9 Unobj Clear O.less 1.00 36 120 15 8 420 30 25 1.20 180 4.00 15 212 Nil Nil UnSafe Muhallah Haji Khel Mullah Jan Uc Hand 78 34°06909 72°01348 - 820 8.9 Unobj Clear O.less 1.39 36 120 15 8 420 30 25 1.20 180 4.00 15 212 Nil Nil UnSafe Rasahki Pump Mullah Jan Uc 79 34°06909 72°01348 270 Tap 1890 8.2 Unobj Clear O.less 0.88 24 160 24 3 150 BDL 410 2.50 340 2.00 200 1152 5 Nil Unsafe Rasahki Sayir Khan Uc 80 34°06911 72°01390 293 Tap 2020 8.3 Unobj Clear O.less 1.27 100 260 2 13 630 BDL 462 2.90 340 2.00 215 1059 Nil Nil Unsafe Rashaki Behram Kaly Tube 81 Kalinger Road, 34°11857 71°95072 300 PHED 260 710 8.1 Unobj Clear O.less 3.52 80 250 12 5 250 BDL 12 68.00 17 6.00 8 432 32 Nil Unsafe well UC Gandiri Noor Khan 82 34°11851 71°96206 294 Bore 1080 7.3 Unobj Clear O.less 0.31 60 420 66 11 540 BDL 70 12.60 88 10.00 36 647 Nil Nil Safe Behram Kaly Waqas Ullah 83 34°11836 71°94966 281 Tap 680 7.9 Unobj Clear O.less 0.92 80 250 12 5 240 BDL 12 50.00 17 8.00 32 383 Nil Nil Safe Shalgazi Baba 84 Saeed 34°11842 71°95028 292 Bore 820 7.8 Unobj Clear O.less 0.29 60 220 17 7 350 BDL 12 110.00 21 8.00 11 484 Nil Nil Safe Meta Khel, UC Tube 85 34°11.712 71°97.989 296 PHED 400 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Bara Banda well Shamshad 86 34°11853 71°96201 313 Bore 1130 8.3 Unobj Clear O.less 0.88 60 180 7 10 490 BDL 20 7.00 180 6.00 26 637 63 8 Unsafe Meta Khel Shahad Meta 87 34°11712 71°97989 288 Bore 910 8.0 Unobj Clear O.less 73.00 60 360 51 7 330 BDL 36 4.30 52 1.00 130 536 Nil Nil Unsafe Khel Akber Pura, Tube 88 34°03444 71°43022 299 PHED 290 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F UC Akber Pura well Hand 89 Amjad Khan 34°03589 71°42954 - 1330 7.3 Unobj Clear O.less 10.14 100 580 80 10 480 BDL 75 11.00 80 2.00 135 803 Nil Nil UnSafe Pump Hand 90 Bacha Ustad 34°03442 71°43018 307 1780 7.5 Unobj Clear O.less 42.40 80 510 75 11 570 BDL 100 5.30 220 3.00 206 1017 15 Nil Unsafe Pump Muhalla Tube 91 Qazian, UC 34°03497 71°43086 306 PHED 520 1320 7.7 Unobj Clear O.less 5.00 90 400 43 7 350 BDL 75 5.90 110 2.00 155 697 35 Nil Unsafe well Akbar Pura

92 Hashim Qazian 34°03512 71°43030 300 Bore 1440 7.6 Unobj Clear O.less 202.00 40 160 15 5 230 BDL 275 4.70 250 3.00 105 841 5 Nil Unsafe Hand 93 Naeem Shah 34°03535 71°42956 303 1660 7.3 Unobj Clear O.less 37.00 90 440 52 17 850 BDL 100 4.60 160 3.00 80 1010 Nil Nil Unsafe Pump Moh. Misben, Tabba Tube 94 34°03.571 71°42.670 PHED 100 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Daudzai, UC well Tabba Daudzai 95 Miskeen 34°03492 71°42653 Bore 1440 7.6 Unobj Clear O.less 7.33 40 160 15 5 230 BDL 275 4.70 250 3.00 105 841 Nil Nil Unsafe Mumtaz 96 Muhallah 34°03579 71°42607 Bore 1140 7.6 Unobj Clear O.less 24.00 80 570 90 10 500 BDL 60 7.90 51 2.00 54 652 Nil Nil Unsafe Mangal 97 Noor Ul Islam 34°03637 71°42614 Bore 1290 8.5 Unobj Clear O.less 2.85 90 200 15 15 750 BDL 25 4.54 96 3.00 70 212 Nil Nil Safe Akber Khel Tube 98 Chocki Darab 34°01525 71°48621 PHED 500 460 8.3 Unobj Clear O.less 0.73 40 160 15 3 150 BDL 25 2.40 35 2.00 27 243 9.55 Nil Nil Safe well UC Amankot Jan Hand 99 34°01544 71°48594 860 7.8 Unobj Clear O.less 0.64 90 350 30 7 350 BDL 25 3.40 39 1.00 52 454 Nil Nil Safe Muhammad Pump Numan Hayat Hand 100 Muhallah 34°01527 71°48484 950 7.9 Unobj Clear O.less 0.21 36 190 24 8 380 BDL 25 3.70 120 2.00 58 504 Nil Nil Safe Pump Malakan Malik Nadar Hand 101 34°01533 71°48556 - 950 7.8 Unobj Clear O.less 1.60 36 190 24 8 380 BDL 25 3.70 120 2.00 58 504 Nil Nil Safe Khan Pump Sheikh Kaley, Tube 102 34°07.090 071°41.141 - PHED 120 696 8.0 Unobj Clear O.less 5.00 76 480 70 7 360 BDL 77 15.00 31 2.00 82 576 0.09 Nil Nil Safe U/C Agra well Hand 103 Abdul Habib, 34°07.001 071°41.226 270 - 25 826 8.2 Unobj Clear O.less 5.00 96 350 27 6 300 BDL 20 5.00 18 0.70 46 395 40 3 Unsafe pump 104 Fareed Ali 34°06.981 071°41.222 293 - Tap - 710 8.3 Unobj Clear O.less 1.62 96 350 27 6 280 BDL 22 3.00 18 0.40 66 402 15 1 Unsafe Jamae Masjid, Open 105 - - 300 - 400 710 8.0 Unobj Clear O.less 1.40 124 600 70 10 500 BDL 108 43.00 44 8.00 88 813 Nil Nil Unsafe Miangan Kale well Govt Girls 106 School, Village 34°06.829 071°41.348 294 - Bore - 1460 7.6 Unobj Clear O.less 0.87 88 350 32 6 300 BDL 30 4.00 15 0.40 48 398 Nil Nil Safe Jaba Sheikh Kaley Tube 107 Gul Colony, 34°06.918 071°41.276 293 PHED 150 666 8.2 Unobj Clear O.less 2.70 86 450 57 8 400 BDL 25 14.00 18 5.00 58 520 0.23 Nil Nil Safe well U/C Agra Shah Hand 108 34°06.926 071°41.257 281 - - 1040 7.7 Unobj Obj. O.less 59.00 88 500 68 8 400 BDL 60 19.00 11 1.00 68 558 Nil Nil Unsafe Mmuhammad pump Hand 109 Asim Khan 34°06.810 071°41.243 292 - - 996 7.8 Unobj Clear O.less 0.84 86 400 45 6 280 BDL 54 19.00 23 4.00 140 553 Nil Nil Safe pump 110 Munib Gul 34°06.810 071°41.326 296 - Tap - 925 7.9 Unobj Clear O.less 0.68 72 250 17 5 240 BDL 35 5.00 60 1.00 34 371 Nil Nil Safe Hand 111 Wahab Gul 34°06.795 071°41.356 313 - - 670 8.2 Unobj Clear O.less 1.90 77 250 14 5 240 BDL 34 4.00 55 2.00 35 372 Nil Nil Safe pump Sardarjab Tube 112 Kodi, U/C 34°07.566 071°39.814 304 PHED 120 807 8.0 Unobj Clear O.less 3.93 68 370 49 6 300 BDL 40 4.00 15 0.40 50 407 0.42 Nil Nil Safe well Agra 113 Rafaqat 34°07.577 071°39.824 288 - Bore - 920 7.8 Unobj Clear O.less 0.36 84 360 36 7 330 BDL 44 7.00 25 1.00 45 444 Nil Nil Safe Tariq Khan, 114 34°07.641 071°39.722 299 - Bore - 806 8.2 Unobj Clear O.less 2.26 80 450 61 7 350 BDL 95 26.00 24 6.00 66 588 6 1 Unsafe Khudai Agra

115 Lal Badsha 34°07.450 071°39.898 - - Tap - 1044 8.1 Unobj Clear O.less 1.10 64 250 22 4 200 BDL 35 19.00 15 2.00 35 319 25 10 Unsafe Hand 116 Azeem Khan 34°07.676 071°39.650 307 - - 572 7.8 Unobj Obj. O.less 40.20 68 400 56 7 350 BDL 25 6.00 19 0.90 72 460 Nil Nil Unsafe pump Agra Kaley, Tube 117 34°06.950 071°41.555 324 PHED 160 597 8.0 Unobj Clear O.less 1.59 66 230 16 4 210 BDL 30 2.00 55 3.00 32 312 0.20 Nil Nil Safe U/C Agra well 118 Gul Wahid 34°06.927 071°41.564 306 - Tap - 736 8.1 Unobj Clear O.less 5.00 52 280 36 5 230 BDL 35 3.00 15 2.00 32 320 Nil Nil Safe Hand 119 Gul Faraz 34°07.011 071°41.449 300 - - 582 8.3 Unobj Clear O.less 2.68 104 430 41 7 350 BDL 48 4.00 23 4.00 78 526 Nil Nil Safe pump 120 Zahid 34°07.016 071°41493 303 - Tap - 950 7.9 Unobj Clear O.less 0.92 60 280 32 5 250 BDL 39 3.00 16 0.30 20 321 Nil Nil Safe Hand 121 Muhib Ullah 34°07.318 071°41087 - - 582 8.3 Unobj Clear O.less 3.88 80 300 24 5 250 BDL 26 3.00 16 0.40 36 337 Nil Nil Safe pump Gul abad Mira, Tube 122 34°12.022 071°52.83 PHED 430 455 8.2 Unobj Clear O.less 0.62 25 170 41 4 190 BDL 13 3.00 40 4.00 15 254 0.43 Nil Nil Safe U/C Khanmai well Hand 123 Ihsanullah 34°11.900 071°52.267 - 30 430 8.1 Unobj Clear O.less 5.00 25 170 26 4 190 BDL 13 3.00 40 4.00 15 254 25 Nil Unsafe pump 124 Khalid 34°12.079 071°52.262 - Tap - 454 8.2 Unobj Clear O.less 0.63 28 180 27 4 180 BDL 21 1.00 28 2.00 18 240 20 2 Unsafe Hand 125 Dost M 34°12.175 071°52.272 - 40 363 8.2 Unobj Clear O.less 0.91 32 180 24 4 180 BDL 27 2.00 32 2.00 20 254 10 Nil Unsafe pump Khora Mufti Hand 126 abad, U/C 34°12.012 071°49.008 - 50 1452 8.0 Unobj Clear O.less 1.41 72 480 73 11 540 BDL 84 8.00 123 8.00 85 770 Nil Nil Safe pump Mamad Naray Dheri Zardad Tube 127 34°03.012 071°50.616 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F (N/F) well Hand 128 Wafadar Khan 34°03.061 071°51.279 - 85 940 8.2 Unobj Clear O.less 0.91 60 400 61 8 400 BDL 30 4.00 50 3.00 65 527 12 2 Unsafe pump 129 Atif 34°02.844 071°50.305 - Bore - 1272 7.8 Unobj Clear O.less 0.63 32 410 80 9 460 BDL 96 15.00 105 7.00 72 665 Nil Nil Safe Amba Dhe, UC Tube 130 34°11.341 071°39.443 PHED 350 450 7.3 Unobj C. less O. less 0.05 52 230 24 4 220 BDL 15 1.00 7 2.00 12 252 0.72 Nil Nil Safe Dolat Pura well 131 Hassan Mahab Bore 630 7.2 Unobj C. less O. less 0.80 76 280 22 5 250 BDL 37 2.00 26 3.00 28 354 Nil Nil Safe Hand 132 Irshaad Ali 640 6.9 Unobj C. less O. less 0.30 64 290 32 5 260 BDL 33 1.00 19 4.00 32 354 Nil Nil Safe Pump 133 Shahid-ud-Din Bore 580 6.9 Unobj C. less O. less 0.30 32 280 49 5 260 BDL 22 1.00 20 3.00 28 321 Nil Nil Safe Sukar Amba Tube 134 Dher, UC 34°11.808 071°39.314 PHED 250 500 6.9 Unobj C. less O. less 1.20 44 260 36 5 240 BDL 17 1.00 8 2.00 24 283 0.42 Nil Nil Safe well Doalt Pura Hand 135 Hayatullah 530 6.9 Unobj C. less O. less 1.00 44 270 39 5 250 BDL 21 2.00 11 1.00 25 296 Nil Nil Safe Pump 136 Tariq Hassan Bore 500 6.8 Unobj C. less O. less 0.50 48 260 34 5 240 BDL 17 2.00 9 2.00 19 282 Nil Nil Safe Doaba, UC Tube 137 34°09.062 071°39.370 PHED 350 540 6.8 Unobj C. less O. less 0.30 56 270 32 5 260 BDL 20 2.00 12 1.00 18 300 0.32 Nil Nil Safe Kangra well Muhammad 138 Tap 540 6.8 Unobj C. less O. less 0.30 56 270 32 5 250 BDL 15 2.00 16 2.00 18 297 6 Nil Unsafe Zaman 139 Jamil Khan Tap 960 6.9 Unobj C. less O. less 0.50 52 430 73 8 400 BDL 48 2.00 44 5.00 52 533 Nil Nil Safe Dheri Skindar Tube 140 Khan, UC 34°09.600 071°38.860 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Kangra

141 Younas Gul Bore 500 6.8 Unobj C. less O. less 0.50 40 270 41 5 230 BDL 28 1.00 25 1.00 18 296 Nil Nil Safe Fazal-e- 142 Bore 500 7.4 Unobj C. less O. less 0.56 40 270 41 5 230 BDL 28 1.00 25 1.00 18 296 Nil Nil Safe Rahman Haryana Tube 143 Bakayaro, UC 34°09.940 071°38.383 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Kansra 144 Najeeb Bore 1460 8.2 Unobj C. less O. less 1.70 100 530 68 10 500 BDL 68 1.60 78 14.00 130 808 Nil Nil Unsafe Hand 145 Hussain 1150 7.4 Unobj C. less O. less 0.43 120 500 51 9 430 BDL 48 1.50 35 8.00 86 635 Nil Nil Safe Pump Tarka, UC Tube 146 34°09.708 071°38.359 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Kansra well Hand 147 Shahab 840 7.8 Unobj C. less O. less 0.78 60 360 51 7 330 BDL 32 1.70 36 9.00 56 475 0.36 Nil Nil Safe Pump Hand 148 Yaseen Ullah 820 7.4 Unobj C. less O. less 0.89 60 340 46 6 310 BDL 32 1.50 36 8.00 55 452 Nil Nil Safe Pump Gidar Kali, UC Tube 149 34°09.914 071°42.285 PHED 350 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Agra well Open 150 Ibtisam 650 7.2 Unobj C. less O. less 0.89 60 280 32 5 250 BDL 32 1.50 20 8.00 28 359 20 Nil Unsafe well 151 Aftab Bore 740 7.8 Unobj C. less O. less 1.80 60 340 46 6 320 BDL 32 1.50 36 8.00 50 453 10 2 Unsafe Shabara, UC Tube 152 34°17.571 071°43.942 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Agra well Sayed ur 153 - Bore 590 7.0 Unobj C. less O. less 1.18 60 230 19 4 210 BDL 25 3.80 32 7.00 29 326 Nil Nil Safe Rehman 154 Saleem Khan - Bore 360 8.2 Unobj C. less O. less 1.18 32 140 15 3 140 BDL 21 5.00 27 1.00 18 206 3 Nil Unsafe

155 Naveed - Bore 410 8.2 Unobj C. less O. less 1.70 32 140 15 3 140 BDL 21 5.00 27 1.00 18 206 Nil Nil Safe

156 Asghar - Bore 630 7.4 Unobj C. less O. less 0.43 48 230 27 5 230 BDL 32 1.70 32 6.00 35 340 4 2 Unsafe Tube 157 Mohib Banda 34°03.012 071°47.150 PHED 436 7.9 Unobj Clear O.less 0.30 32 200 29 4 180 BDL 21 5.00 23 1.00 24 247 14.39 Nil Nil Safe well Hand 158 Ayaz ul Haq 34°03.340 071°47.424 1573 7.8 Unobj Clear O.less 0.70 110 450 43 8 400 BDL 85 22.00 144 3.00 211 868 Nil Nil Safe pump Hand 159 Rhat Gul 34°03.238 071°47.073 970 7.8 Unobj Clear O.less 0.40 54 380 60 7 350 BDL 50 5.00 70 3.00 75 537 5 Nil Unsafe pump Tube 160 Pashtoon 34°01.175 071°49.691 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well 161 Qasir 34°02.469 071°49.980 Bore 490 7.7 Unobj Clear O.less 0.50 32 200 29 4 190 BDL 20 1.00 30 2.00 45 280 Nil Nil Safe Hand 162 Naveed Kamar 34°01.350 071°49.927 426 7.5 Unobj Clear O.less 0.90 28 180 27 3 160 BDL 17 3.00 32 2.00 42 254 Nil Nil Safe pump Muhammad Hand 163 34°01.382 071°49.948 810 7.5 Unobj Clear O.less 0.20 60 360 51 6 310 BDL 62 4.00 54 4.00 52 487 Nil Nil Safe Akbar pump Tube 164 Khalil 34°00.41 071°55.828 PHED 930 8.3 Unobj Clear O.less 0.60 64 230 17 4 200 BDL 90 7.00 115 8.00 141 589 5.33 Nil Nil Safe well 165 Kiramat Shah 34°00.960 071°55.772 Bore 768 8.4 Unobj Clear O.less 0.30 56 300 39 6 290 BDL 28 3.00 55 5.00 54 431 Nil Nil Safe Government Hand 166 34°00.877 071°55.838 567 7.5 Unobj Clear O.less 0.30 52 260 32 5 240 BDL 17 0.50 29 3.50 35 325 Nil Nil Safe primery school pump Tube 167 Wattar 34°00.337 072°04.395 PHED 465 7.8 Unobj Clear O.less 0.40 32 180 24 3 170 BDL 25 3.00 39 5.00 35 282 Nil Nil Safe well

168 Mehraab Gul 34°00.702 072°04.582 Bore 571 7.7 Unobj Clear O.less 0.60 44 200 22 3 170 BDL 31 3.00 42 5.00 78 344 Nil Nil Safe Open 169 Hussnain 34°00.689 072°04.561 657 7.7 Unobj Clear O.less 0.10 58 250 26 4 200 BDL 38 4.00 44 7.00 60 381 15 5 Unsafe well Tube 170 Kandaro Killi 34°02.232 072°00.136 PHED 506 7.2 Unobj Clear O.less 0.90 28 200 32 3 150 BDL 38 3.00 35 3.00 42 281 26.48 Nil Nil Safe well Communat Hand 171 34°02.379 072°00.156 1070 8.1 Unobj Clear O.less 0.60 54 150 4 7 350 BDL 55 2.00 175 3.00 102 615 10 Nil Unsafe Point pump Shahnawaz Hand 172 34°02.226 072°00.412 1500 8.2 Unobj Clear O.less 0.20 40 300 49 10 500 BDL 110 2.00 230 2.00 100 839 8 Nil Unsafe Khan pump Tube 173 Sultan Ghari 34°03.133 072°00.187 287 PHED 474 8.2 Unobj Clear O.less 0.20 44 150 10 3 150 BDL 21 3.00 52 6.20 43 290 50.00 Nil Nil Safe well 174 Mukhtiyar 34°02.930 072°00.284 290 Bore 1878 8.2 Unobj Clear O.less 1.20 80 550 85 9 450 BDL 92 7.90 192 6.00 350 1104 Nil Nil Unsafe

175 Didar 34°02.958 072°00.252 290 Bore 2436 7.7 Unobj Clear O.less 1.50 80 410 51 9 450 BDL 330 4.80 342 2.00 255 1342 Nil Nil Unsafe

176 Sajjad 34°02.965 072°00.226 288 Bore 1558 8.3 Unobj Clear O.less 1.30 88 510 70 9 450 BDL 150 8.30 150 7.30 90 859 6 Nil Unsafe Tube 177 Fazal Ganj 34°02.275 071°59.755 306 PHED 486 7.1 Unobj Clear O.less 1.20 20 150 24 3 150 BDL 50 5.50 58 4.20 25 291 13.82 Nil Nil Safe well Hand 178 Johar Zaman 34°02.281 071°59.701 286 1122 8.0 Unobj Clear O.less 1.22 80 420 53 8 400 BDL 75 5.50 105 4.00 88 665 Nil Nil Safe pump 179 Salman 34°02.269 071°59.717 279 Bore 1147 8.1 Unobj Clear O.less 1.77 80 420 53 8 400 BDL 75 6.50 84 4.00 110 667 Nil Nil Safe Zaidi Colony, Tube 180 uc Noushera 34°01.464 071°59.850 277 PHED 496 8.1 Unobj Clear O.less 1.50 40 110 2 4 180 BDL 21 13.00 64 5.10 38 309 Nil Nil Safe well Kalan Open 181 Jahangir 34°01.419 071°59.837 280 1580 7.3 Unobj Clear O.less 1.90 104 420 39 10 520 BDL 75 11.10 190 5.20 127 881 10 3 Unsafe well 182 Amir Zada 34°01.442 071°59.863 317 Bore 1174 7.9 Unobj Clear O.less 2.10 80 350 36 6 300 BDL 92 11.40 131 2.00 175 715 Nil Nil Safe Azam Ghar, UC Ward No.6 Tube 183 33°59.937 072°07.961 294 TMA 530 8.2 Unobj Clear O.less 1.20 60 230 19 4 220 BDL 21 5.00 27 3.00 40 318 3.59 Nil Nil Safe (Jahangria well TMA) Communit Hand 184 34°00.325 072°07.751 294 526 7.4 Unobj Clear O.less 1.10 44 220 27 4 200 BDL 25 5.00 28 3.00 30 292 Nil Nil Safe Point Pump Government 185 Primery School 34°00.268 072°07.934 291 Bore 910 7.7 Unobj Clear O.less 1.70 84 300 22 6 290 BDL 60 5.00 80 10.00 80 549 Nil Nil Safe Baghban Pura Bara Banda-II, Tube 186 UC Bara 34°05.151 072°01.244 286 PHED 2218 8.1 Unobj Clear O.less 0.20 100 580 80 12 600 BDL 221 5.80 235 5.00 206 1230 15.89 Nil Nil Unsafe well Banda Communit Hand 187 34°05.049 072°01.257 281 2621 7.8 Unobj Clear O.less 2.30 110 620 84 12 620 BDL 218 4.80 330 12.00 280 1452 Nil Nil Unsafe Point Pump 188 Zahid Shah 34°05.151 072°01.244 280 Bore 2211 8.0 Unobj Clear O.less 2.50 120 620 78 12 600 BDL 212 4.70 255 4.00 214 1261 Nil Nil Unsafe Shireen Kotey, Tube 189 UC Bara 34°06.262 072°01.051 284 PHED 1641 8.1 Unobj Clear O.less 0.40 104 390 32 8 400 BDL 102 3.00 213 7.30 253 979 4.39 Nil Nil Safe well Banda Malik Khan 190 Muhalla 34°06.262 072°01.161 297 Bore 1167 8.3 Unobj Clear O.less 1.10 116 300 2 4 200 BDL 96 13.00 105 2.00 215 676 5 Nil Unsafe Malikabad

Communit Hand 191 Point, Derey 34°06.328 072°01.420 286 726 7.9 Unobj Clear O.less 1.10 40 350 61 5 250 BDL 12 9.00 20 3.00 120 425 8 Nil Unsafe Pump Baba Ziarat Bara Banda-I, Tube 192 UC Bara 34°04.908 072°01.672 293 PHED 377 8.1 Unobj Clear O.less 0.60 48 160 10 3 150 BDL 16 2.00 24 2.00 42 241 Nil Nil Safe well Banda Communit Hand 193 34°04.892 072°01.679 279 358 8.2 Unobj Clear O.less 1.20 44 180 17 3 150 BDL 15 2.00 22 3.00 43 246 Nil Nil Safe Point Pump 194 Anab Gul 34°05.139 072°01.510 284 Bore 2138 8.1 Unobj Clear O.less 1.90 96 450 51 7 350 BDL 200 5.00 307 9.00 410 1319 Nil Nil Unsafe Kutar Paan, Tube 195 UC Bara 34°05.762 072°01.986 280 PHED 424 8.2 Unobj Clear O.less 0.90 28 200 32 3 160 BDL 20 2.00 22 5.10 30 252 8.45 Nil Nil Safe well Banda Nazirullah 196 Muhalla 34°05.785 072°02.019 290 Bore 788 8.2 Unobj Clear O.less 1.30 60 300 36 5 250 BDL 55 3.00 60 3.00 75 453 8 Nil Unsafe Zarsheed Open 197 Masjid Noor 34°05.714 072°01.918 287 1890 7.1 Unobj Clear O.less 1.70 40 250 36 13 630 BDL 155 24.00 334 9.00 120 1127 20 Nil Unsafe well Dehri Khattak Station, UC Tube 198 33°57.511 072°11.856 287 TMA 493 8.5 Unobj Clear O.less 0.30 40 200 24 3 150 BDL 45 10.00 30 5.00 50 311 Nil Nil Safe Jahangira well (TMA) 199 Shakoor Kaka 33°57.652 072°12.300 285 Bore 525 7.9 Unobj Clear O.less 1.20 40 180 19 3 150 BDL 20 4.00 42 2.00 65 289 Nil Nil Safe Communit 200 33°57.516 072°11.824 283 Bore 344 7.8 Unobj Clear O.less 1.50 56 150 2 2 120 BDL 19 1.50 25 6.00 35 238 Nil Nil Safe point Dehri Khattak- Tube 201 I, UC 33°57.591 072°12.432 297 PHED 478 7.9 Unobj Clear O.less 0.70 40 170 17 3 150 BDL 25 4.00 34 2.30 50 270 Nil Nil Safe well Jahangira 202 Liaqat Ali 33°57.697 072°12.396 275 Bore 505 8.0 Unobj Clear O.less 1.60 50 200 18 3 150 BDL 25 4.00 21 8.00 45 289 Nil Nil Safe Gul 203 33°57.554 072°12.435 282 Bore 690 7.8 Unobj Clear O.less 1.70 60 270 29 4 220 BDL 50 12.00 40 3.00 65 401 6 Nil Unsafe Muahmmad Dehri Khattak- Tube 204 II, UC 33°57.780 072°11.893 277 PHED 393 8.1 Unobj Clear O.less 0.10 60 150 0 2 120 BDL 12 13.00 30 3.00 60 260 Nil Nil Safe well Jahangira 205 Saifullah 33°57.795 072°11.839 277 Bore 448 7.7 Unobj Clear O.less 1.40 60 150 0 3 130 BDL 12 4.00 33 4.00 65 270 Nil Nil Safe

206 Mohabat Khan 33°57.704 072°12.274 310 Bore 1354 7.8 Unobj Clear O.less 1.10 72 500 78 8 380 BDL 88 6.00 105 7.20 150 759 4 Nil Unsafe Lala Zar, UC Village Tube 207 33°58.795 072°10.516 0 PHED 412 8.0 Unobj Clear O.less 1.20 36 210 29 4 180 BDL 12 4.00 15 3.00 25 242 Nil Nil Safe Council-I well (TMA) 208 Masjid lalazar 33°58.682 072°10.467 281 Bore 487 8.3 Unobj Clear O.less 1.40 36 250 39 4 200 BDL 20 4.00 15 4.00 25 277 Nil Nil Safe Idrees 209 Muhallah Khan 33°58.813 072°10.794 274 Bore 768 7.8 Unobj Clear O.less 1.50 40 350 61 6 300 BDL 35 6.00 41 6.00 52 441 Nil Nil Safe Khel Communit Hand 210 33°58.945 072°10.456 292 643 8.2 Unobj Clear O.less 1.10 52 300 41 5 250 BDL 15 5.00 20 7.00 44 358 Nil Nil Safe Point pump Sheen Bagh, Tube 211 UC Village 33°58.615 072°11.512 286 PHED 393 7.6 Unobj Clear O.less 0.30 20 150 24 3 130 BDL 17 2.00 40 2.00 64 254 4.71 Nil Nil Safe well Council-III

212 Hafeez 33°58.620 072°11.453 286 Bore 425 8.0 Unobj Clear O.less 1.20 32 160 19 3 140 BDL 25 2.00 43 7.00 38 274 Nil Nil Safe Open 213 Banaras Khan 33°58.638 072°11.444 - 1142 8.0 Unobj Clear O.less 1.50 40 450 85 8 400 BDL 70 4.00 77 6.50 84 629 8 Nil Unsafe well Asori Payan , Tube 214 33°59.316 072°09.007 - PHED 370 8.2 Unobj Clear O.less 0.30 36 100 2 2 120 BDL 8 5.00 44 6.00 30 224 Nil Nil Safe UC Shedu well Communit 215 34°00.081 072°09.531 - Bore 1356 8.1 Unobj Clear O.less 1.10 44 500 97 9 430 BDL 80 3.00 84 6.70 150 746 Nil Nil Safe Point Nousher Awan Open 216 34°00.037 072°09.390 - 1368 7.3 Unobj Clear O.less 1.10 48 540 102 8 400 BDL 85 5.00 86 6.00 160 753 8 2 Unsafe Khan well Adamzai, UC Tube 217 33°59.255 072°09.640 - PHED 636 8.1 Unobj Clear O.less 0.20 40 330 56 6 300 BDL 20 5.00 30 3.00 40 384 Nil Nil Safe Adamzai well Mukhtiar Ali 218 Muhalla 33°59.902 072°09.734 - Bore 601 6.9 Unobj Clear O.less 1.10 40 250 36 4 200 BDL 20 4.00 44 7.30 65 362 Nil Nil Safe Sherabad 219 Gulsher 33°59.910 072°09.760 - Bore 1006 7.8 Unobj Clear O.less 1.70 36 400 75 7 350 BDL 21 6.00 90 3.00 180 632 8 Nil Unsafe Ayubabad, UC Tube 220 33°59.751 072°07.820 - PHED 391 7.1 Unobj Clear O.less 0.80 40 200 24 2 120 BDL 34 1.00 22 3.00 65 272 Nil Nil Safe Akora Khattak well 221 Amir Khan 33°59.787 072°07.818 - Bore 837 7.5 Unobj Clear O.less 1.20 44 350 58 6 300 BDL 44 3.00 51 6.40 60 469 Nil Nil Safe Ghulam Open 222 - - - 805 7.2 Unobj Clear O.less 1.60 48 350 56 6 300 BDL 38 4.00 47 7.40 54 460 7 2 Unsafe Mehmood well Eidgah, UC Tube 223 34°01.114 072°07.204 - PHED 357 7.1 Unobj Clear O.less 0.20 40 180 19 3 170 BDL 14 5.00 17 6.00 21 245 Nil Nil Safe Ward No.1 well Communit Hand 224 34°00.401 072°07.352 - 358 7.4 Unobj Clear O.less 1.20 40 140 10 2 120 BDL 19 5.00 31 3.00 45 235 6 Nil Unsafe Point pump Muhammad 225 34°00.490 072°07.247 - Bore 413 7.9 Unobj Clear O.less 1.50 20 230 44 4 200 BDL 10 7.00 22 7.20 20 275 Nil Nil Safe Zafer Aminabad, UC Village Tube 226 33°58.227 072°11.004 - PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Council-03 well (N/F) Communit Hand 227 33°58.375 072°11.088 - 507 8.3 Unobj Obj. O.less 1.90 36 260 41 5 250 BDL 20 6.00 19 1.00 11 288 10 Nil Unsafe Point pump Muhammad 228 33°58.378 072°11.109 - Bore 444 7.6 Unobj Clear O.less 2.50 36 250 39 4 220 BDL 21 5.00 16 2.00 14 272 6 Nil Unsafe Ibrahim Open 229 Awais Khan 33°58.382 072°11.111 - 828 7.7 Unobj Clear O.less 3.50 56 280 34 5 230 BDL 82 6.00 74 1.00 88 482 10 Nil Unsafe well Misri Banda-I, Tube 230 UC Misri - - - PHED 880 8.4 Unobj Clear O.less 0.60 72 300 29 5 250 BDL 60 3.00 70 7.80 80 499 3.75 Nil Nil Safe well Banda 231 Bilal Masjid - - - Bore 1962 8.2 Unobj Clear O.less 1.60 116 750 112 10 500 BDL 160 13.00 109 3.00 281 1104 Nil Nil Unsafe Wahid said 232 - - - Bore 2170 8.3 Unobj Clear O.less 1.80 160 780 92 10 500 BDL 155 11.00 150 4.00 330 1216 Nil Nil Unsafe Badshah Tube 233 Misri Banda 3 - - - PHED 1115 8.2 Unobj Clear O.less 0.20 92 380 36 7 350 BDL 73 22.00 82 8.00 145 695 1.66 Nil Nil Safe well Communit Hand 234 - - - 1713 7.5 Unobj Obj. O.less 1.60 136 450 27 8 420 BDL 150 7.00 215 8.00 203 1025 5 Nil Unsafe Point pump Niyaz 235 - - - Bore 2966 8.1 Unobj Clear O.less 1.30 220 820 66 12 610 BDL 275 9.00 330 8.00 412 1713 Nil Nil Unsafe Muhammad Mughalkai, UC Tube 236 - - - PHED 371 7.7 Unobj Clear O.less 0.70 20 130 19 3 150 BDL 8 5.00 30 4.00 15 205 8.84 Nil Nil Safe Mughalkai well

Communit Hand 237 - - - 625 7.8 Unobj Clear O.less 1.80 48 300 44 5 250 BDL 20 3.00 30 8.00 35 365 6 Nil Unsafe Point pump 238 Masjid Aqsa - - - Bore 201 8.2 Unobj Clear O.less 1.20 12 90 15 1 70 BDL 15 2.00 18 5.00 10 136 Nil Nil Safe Tube 239 Mana Khel, - - - PHED 410 7.6 Unobj Clear O.less 1.20 16 110 17 2 90 BDL 60 1.00 55 5.00 52 277 Nil Nil Safe well 240 Inmaullah - - - Bore 1162 7.8 Unobj Clear O.less 2.50 48 220 24 4 200 BDL 260 4.00 208 4.00 50 732 10 Nil Unsafe

241 Zain khan - - - Bore 1624 8.3 Unobj Clear O.less 2.20 124 350 10 6 300 BDL 372 16.00 250 3.00 90 1055 Nil Nil Unsafe Tube 242 Aba khel - - - PHED 622 7.6 Unobj Clear O.less 0.50 52 150 5 4 200 BDL 60 1.00 80 3.00 38 369 Nil Nil Safe well Open 243 Baber Ali - - - 370 7.5 Unobj Clear O.less 2.50 40 150 12 3 130 BDL 35 3.00 22 2.10 30 229 20 Nil Unsafe well Communit Hand 244 - - - 481 7.8 Unobj Clear O.less 1.50 44 180 17 3 150 BDL 45 1.70 42 2.00 40 289 4 Nil Unsafe Point pump Kheshgi Tube 245 Payan, UC - - - PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Kheshgi Payan 246 Waris Khan - - - Bore 509 7.6 Unobj Clear O.less 1.90 36 160 17 3 150 BDL 40 3.00 70 1.20 81 342 Nil Nil Safe

247 Noushad Khan - - - Bore 485 7.7 Unobj Clear O.less 2.50 32 100 5 3 150 BDL 65 2.00 85 7.00 7 317 4 Nil Unsafe Kheshgi Bala- Tube 248 I, UC Kheshgi - - - PHED 473 8.4 Unobj Clear O.less 0.20 28 90 5 2 110 BDL 55 1.00 79 3.00 75 322 6.87 Nil Nil Safe well Bala Communit Hand 249 - - - 1223 8.2 Unobj Clear O.less 1.50 56 380 58 7 350 BDL 102 6.00 130 7.00 90 683 Nil Nil Safe Point pump Masjid Open 250 - - - 1215 8.3 Unobj Clear O.less 1.90 28 200 32 5 250 BDL 120 8.00 212 6.00 198 774 4 Nil Unsafe Mitakhel well Ahmad Nagar, Tube 251 UC Kheshgi - - - PHED 581 8.2 Unobj Clear O.less 0.70 28 180 27 5 250 BDL 18 4.00 70 3.00 22 332 Nil Nil Safe well Bala Govt. Primary 252 School, Sheikh - - - Bore 790 7.5 Unobj Clear O.less 1.30 40 280 44 6 300 BDL 23 4.00 78 7.00 55 454 Nil Nil Safe Ahmad Baba Open 253 Gul Nawaz - - - 750 7.7 Unobj Clear O.less 1.60 40 290 46 6 300 BDL 35 2.00 67 7.00 70 471 8 2 Unsafe well Ahmadabad, Tube 254 UC Kheshgi - - - PHED 525 7.7 Unobj Clear O.less 0.30 36 210 29 4 200 BDL 9 3.00 51 6.80 59 337 1.07 Nil Nil Safe well Bala Open 255 Shamshad Ali - - - 516 7.8 Unobj Clear O.less 1.50 48 190 17 4 180 BDL 30 3.00 45 3.00 38 302 10 Nil Unsafe well 256 Mehboob Ali - - - Bore 475 8.1 Unobj Clear O.less 1.20 28 180 27 4 200 BDL 13 3.00 43 2.00 31 273 Nil Nil Safe Kheshgi Bala- Tube 257 II, UC Kheshgi - - - PHED 473 7.6 Unobj Clear O.less 0.20 36 100 2 3 150 BDL 36 2.00 74 2.00 60 309 6.29 Nil Nil Safe well Bala 258 Baboo Masjid - - - Bore 470 7.8 Unobj Clear O.less 1.50 18 110 16 2 120 BDL 47 2.00 80 3.00 64 312 Nil Nil Safe Sagheer 259 - - - Bore 634 8.3 Unobj Clear O.less 0.80 24 160 24 3 150 BDL 65 4.00 77 2.00 69 362 Nil Nil Safe Hussain Pir Sabaq, UC Tube 260 - - - PHED 330 7.6 Unobj Clear O.less 0.10 36 80 -2 2 100 BDL 20 13.00 40 2.00 30 205 19.57 Nil Nil Safe Pir Sabaq well

261 Bulbulabad - - - Bore 530 7.5 Unobj Clear O.less 1.40 44 160 12 3 160 BDL 18 6.00 55 4.00 62 311 6 Nil Unsafe Community Hand 262 - - - 636 8.2 Unobj Clear O.less 1.50 32 130 12 5 240 BDL 32 4.00 114 2.00 60 407 4 Nil Unsafe Point pump Zando Banda, Tube 263 - - - PHED 323 7.6 Unobj Clear O.less 0.70 24 90 7 2 110 BDL 16 2.00 43 3.00 25 197 3.22 Nil Nil Safe UC Pir Sabaq well 264 Masjid Shireen - - - Bore 852 7.3 Unobj Clear O.less 1.30 36 230 34 6 300 BDL 60 6.00 110 2.00 39 474 Nil Nil Safe

265 Ahmad Shah - - - Bore 743 7.3 Unobj Clear O.less 1.80 56 230 22 5 250 BDL 40 6.00 80 3.10 59 427 Nil Nil Safe Zara Maina, Tube 266 UC Zara 34°01.208 072°04.524 280 PHED 300 510 8.3 Unobj Clear O.less 0.89 40 110 2.43 3.0 150 BDL 34 2.10 75 2.00 35 285 Nil Nil Safe well Maina 267 Hamid 34°01.184 072°04.518 282 Bore 60 1090 8.0 Unobj Clear O.less 0.95 60 250 24.30 9.0 450 BDL 36 5.90 140 3.00 52 601 5 3 Unsafe

268 Jahanzeb 34°01.176 072°09.627 280 Bore - 1070 7.3 Unobj Clear O.less 1.01 60 250 24.30 8.6 430 BDL 36 5.90 140 3.00 54 591 7 2 Unsafe Open 269 Hidayat 34°01.299 072°04.599 288 35 960 7.7 Unobj Clear O.less 1.70 40 250 36.45 6.0 300 BDL 38 4.70 120 6.00 90 536 5 2 Unsafe well Hajji 270 34°01.404 072°04.665 286 Bore 55 610 8.4 Unobj Clear O.less 1.35 40 230 31.59 4.6 230 BDL 36 4.10 50 3.00 26 339 1 Nil Unsafe Muhammad Zara Maina-II, Tube 271 UC Zara 34°01.523 072°04.682 293 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Maina Open 272 Siraj 34°01.523 072°04.704 290 18 1020 8.3 Unobj Clear O.less 2.00 60 250 24.30 8.6 430 BDL 36 2.80 130 1.00 54 570 40 5 Unsafe well Zar 273 34°01.934 072°04.559 294 Bore 75 880 7.6 Unobj Clear O.less 3.50 80 350 36.45 6.4 320 BDL 36 5.70 48 4.00 54 470 Nil Nil Safe Muhammad 274 Rafaqat Ali 34°01.981 072°04.580 295 Bore 70 730 7.7 Unobj Clear O.less 0.85 52 250 29.16 5.0 250 BDL 60 3.80 51 5.00 34 402 Nil Nil Safe Akora (Turlandi Tube 275 34°00.913 072°05.460 286 PHED 250 1310 8.4 Unobj Clear O.less 0.25 24 170 26.73 11.0 550 BDL 60 0.00 240 2.00 33 723 Nil Nil Safe Killi), UC Zara well Maina Khair 276 34°00.914 072°05.611 297 Bore 2530 8.2 Unobj Clear O.less 0.80 80 310 26.73 16.4 820 BDL 180 4.00 440 2.00 175 1407 Nil Nil Unsafe Muhammad 277 Mumtaz 34°00.997 072°05.611 297 Tap 1380 8.3 Unobj Clear O.less 1.14 24 170 26.73 11.4 570 BDL 50 0.00 240 3.00 35 731 Nil Nil Safe Taj 278 34°01.149 072°05.615 280 Bore 65 790 8.2 Unobj Clear O.less 0.50 60 250 24.30 5.4 270 BDL 36 3.60 62 3.00 56 417 3 Nil Unsafe Muhammad Misri Banda-I, Tube 279 UC Misra 34°00.656 072°07.423 275 PHED 300 920 7.5 Unobj Clear O.less 0.88 70 380 49.82 5.4 270 BDL 60 5.60 51 7.00 80 509 Nil Nil Safe well Banda 280 Inhsanullah 34°00.845 072°07.478 293 Tap 1010 7.7 Unobj Clear O.less 2.30 60 250 24.30 8.6 430 BDL 36 2.80 130 1.00 54 570 3 Nil Unsafe

281 Niaz Ali 34°00.832 072°07.432 293 Tap 930 7.7 Unobj Clear O.less 3.70 70 380 49.82 5.4 270 BDL 60 5.60 51 9.00 80 518 Nil Nil Safe Misri Banda-II, Tube 282 UC Misra 34°00.664 072°07.607 298 PHED 300 730 7.8 Unobj Clear O.less 4.80 52 250 29.16 5.0 250 BDL 60 3.80 51 5.00 34 402 Nil Nil Safe well Banda 283 Atif 34°00.686 072°07.649 281 Bore 60 1250 7.7 Unobj Clear O.less 10.30 120 380 19.44 5.8 290 BDL 100 5.40 106 3.00 150 688 Nil Nil Unsafe

284 Zahir 34°01.475 072°07.969 281 Bore 60 1680 7.6 Unobj Clear O.less 1.18 68 640 114.21 7.0 350 BDL 120 6.40 118 4.00 280 934 4 Nil Unsafe

285 Haleem Ullah 34°01.788 072°07.488 280 Tap 750 7.8 Unobj Clear O.less 1.30 52 250 29.16 5.0 250 BDL 60 4.00 54 3.00 54 416 25 2 Unsafe

FC 286 Headquarter, 34°10.023 072°24.267 344 Bore - 390 8.3 Unobj Clear O.less 0.89 20 170 29 2.6 130 BDL 20 11.70 12 0.00 66 237 4 2 Unsafe UC Jamrud Khas Adda, Open 287 34°10.926 072°26.315 340 20 1410 7.6 Unobj Clear O.less 0.95 60 430 68 7.6 380 BDL 110 32.00 136 4.00 180 832 10 Nil Unsafe UC CHD well Zareef Korona 288 Michan, UC 34°11.230 072°27.489 343 Bore 1500 7.5 Unobj Clear O.less 1.01 80 300 24 8 400 BDL 115 3.50 240 9.70 164 910 1 Nil Unsafe Joganay Angoor killi, Open 289 34°11.264 072°28.763 330 443 8.0 Unobj Clear O.less 1.70 32 210 32 2.8 140 BDL 28 0.00 0 0.00 0 176 4 2 Unsafe UC Joganay well Mian Killi-I, Hand 290 34°11.229 072°30.624 318 20 740 7.6 Unobj Clear O.less 0.43 56 300 39 5 250 BDL 44 3.00 40 7.00 47 410 Nil Nil Safe UC Rashakai Pump Mian Killi-II, Hand 291 34°11.100 072°30.242 311 22 832 7.3 Unobj Clear O.less 0.96 36 350 63 6.4 320 BDL 46 3.00 50 5.20 52 465 100 20 Unsafe UC Rashakai Pump Mian Killi-III, Hand 292 34°11.945 072°230.540 318 25 810 7.3 Unobj Clear O.less 2.00 24 410 85 7.8 390 BDL 48 0.00 0 0.00 0 391 10 Nil Unsafe UC Rashakai Pump Najab Khan Hand 293 34°11.455 072°31.187 325 22 792 7.7 Unobj Clear O.less 3.50 80 350 36 6 300 BDL 55 5.10 30 6.40 44 459 Nil Nil Safe Killi Pump Rashakai,UC Hand 294 34°11.157 072°31.682 325 40 792 7.6 Unobj Clear O.less 0.85 80 370 41 6 300 BDL 56 3.00 22 5.10 44 449 Nil Nil Safe Rashakai Pump Hajizai, UC Tube 295 34°10.299 072°35.541 310 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Hajizai well Hajiai/GGPS, 296 34°10.290 072°35.555 313 Bore 18 716 7.0 Unobj Clear O.less 0.53 76 320 32 6 300 BDL 48 3.00 33 2.20 28 409 30 2 Unsafe UC Hajizai Hajizai Comp, Hand 297 34°09.704 072°35.649 301 20 360 7.1 Unobj Clear O.less 0.80 60 150 2 3 150 BDL 16 6.00 30 3.00 28 243 Nil Nil Safe UC Hajizai Pump Hajizai Comp- Hand 298 34°09.935 072°35.201 345 25 340 7.6 Unobj Clear O.less 1.14 32 150 17 2.4 120 BDL 20 6.00 22 4.20 30 218 40 20 Unsafe II, UC Hajizai Pump Sursat Killi, Open 299 UC Mamo 34°09.877 072°34.758 311 25 1152 7.8 Unobj Clear O.less 0.50 72 400 53 7 350 BDL 80 2.00 96 6.30 98 639 8 3 Unsafe well Khatki Mamo Killi, Open 300 UC Mamo 34°09.619 072°35.315 308 15 1013 6.7 Unobj Clear O.less 0.88 68 450 68 6.8 340 BDL 72 7.00 44 2.00 96 568 2 1 Unsafe well Khatki Bunyadi Kaly, Open 301 34°08.533 072°36.991 305 15 950 6.6 Unobj Clear O.less 2.30 64 420 63 7 350 BDL 64 5.00 51 4.00 58 533 8 3 Unsafe UC Gulbela well Bunyadi Kaly- Hand 302 34°08.555 072°36.573 311 24 840 7.5 Unobj Clear O.less 3.70 64 400 58 7 350 BDL 40 4.00 24 2.00 58 467 Nil Nil Safe II, UC Gulbela Pump Ghari Saidan Open 303 Hassanabad, 34°08.557 072°37.944 301 12 1186 6.5 Unobj Clear O.less 4.80 48 430 75 7 350 BDL 100 7.00 87 7.80 96 658 5 3 Unsafe well UC Gulbela Dab Killi, UC Open 304 34°08.253 072°37.852 304 18 1350 7.8 Unobj Clear O.less 2.30 150 350 7 6 300 BDL 240 20.00 170 8.80 140 933 4 2 Unsafe Gulbela well Village Karari, Open 305 34°07.459 072°38.021 326 39 819 6.8 Unobj Clear O.less 1.18 84 350 34 5.6 280 BDL 60 0.00 0 7.50 35 414 8 5 Unsafe UC Karari well Village Karari- 306 34°07.564 071°37.926 292 Bore 40 737 7.7 Unobj Clear O.less 1.30 80 420 53 7.2 360 BDL 36 0.00 0 9.00 35 460 3 Nil Unsafe II, UC Karari Village Karari- Open 307 34°07.404 071°38.022 318 30 686 7.6 Unobj Clear O.less 1.80 48 340 53 6 300 BDL 36 6.00 15 3.00 26 378 3 1 Unsafe III, UC Karari well Village Karari- Open 308 34°07.507 071°32.066 301 40 777 7.7 Unobj Clear O.less 2.25 64 300 34 2 270 BDL 100 5.00 40 4.00 30 453 15 10 Unsafe IV, UC Karari well Guli Garhi, UC Open 309 34°07.965 071°37.016 301 30 770 7.6 Unobj Clear O.less 0.68 50 190 16 3.2 160 BDL 200 8.00 19 3.00 37 439 13 8 Unsafe Dub well

Saeedabad, UC Hand 310 34°07.845 071°37.116 315 45 594 7.9 Unobj Clear O.less 0.59 64 280 29 5 250 BDL 16 5.00 20 4.10 42 344 Nil Nil Safe Dub Pump Ziarat Baba G Open 311 Killi, UC 34°07.655 071°37.076 302 50 600 7.0 Unobj Clear O.less 0.52 60 190 10 5 250 BDL 30 7.30 80 3.00 34 384 8 2 Unsafe well Karari Badeen Open 312 (Miana), UC 34°07.226 071°37.505 303 30 991 7.3 Unobj Clear O.less 0.89 88 430 51 8.2 410 BDL 20 6.10 50 4.90 75 558 10 5 Unsafe well Karari Garhi Shareef Khan, UC Tube 313 34°08.054 071°38.952 300 PHED 200 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Kochian (Non- well Functional) Garhi Shareef Open 314 Khan, UC 34°08.141 071°39.002 298 50 1797 7.5 Unobj Clear O.less 1.18 156 640 61 10.4 520 BDL 130 21.00 116 8.12 184 1016 2 1 Unsafe well Kochian Kochian, UC Open 315 34°07.258 071°39.145 304 45 1112 7.5 Unobj Clear O.less 0.43 48 450 80 7.6 380 BDL 65 11.30 44 7.80 103 614 5 3 Unsafe Kochian well Kochian, UC Tube 316 34°07.210 071°39.383 291 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Kochian well Kochian 317 Gulbela GPS, 34°07.295 071°39.290 288 Bore 30 1062 7.1 Unobj Clear O.less 3.78 72 430 61 7 350 BDL 95 23.00 40 8.50 65 603 Nil Nil Safe UC Gulbela Sheikh Killi 318 Hospital, UC 34°07.212 071°40.628 292 Bore 65 685 7.2 Unobj Clear O.less 1.12 64 300 34 5 250 BDL 37 3.00 24 8.40 34 383 Nil Nil Safe Agara Waris Abad, 319 34°07.613 071°41.200 289 Bore 70 1184 7.2 Unobj Clear O.less 1.13 76 420 56 7 350 BDL 97 7.00 78 8.20 94 656 Nil Nil Safe UC Agara Gulabad Hand 320 Sararyab, UC 34°08.448 071°40.994 291 20 610 7.3 Unobj Clear O.less 0.95 32 250 41 4.6 230 BDL 20 2.00 45 2.00 38 354 Nil Nil Safe Pump Agara Sadaryab Open 321 Gulshanabad, 34°07.639 071°41.488 292 12 1060 7.0 Unobj Clear O.less 0.38 60 380 56 7 350 BDL 50 7.00 84 6.00 94 597 13 5 Unsafe well UC Agara Dogree, UC 322 34°06.817 071°41.979 288 Bore 100 360 7.6 Unobj Clear O.less 0.78 60 200 12 3.6 180 BDL 16 0.00 0 4.00 10 215 Nil Nil Safe Agra Jalabela, UC Hand 323 34°06.402 071°41.760 305 - 735 7.7 Unobj Clear O.less 1.18 60 300 36 5.4 270 BDL 48 7.00 32 3.00 40 412 Nil Nil Safe Nahaqi Pump Jalabelala, Hand 324 34°06.200 071°41.385 301 25 741 7.6 Unobj Clear O.less 0.78 60 310 39 5 250 BDL 48 8.00 35 8.40 50 408 Nil Nil Safe Nahaqi Pump Landi Hand 325 Dawoodzai, 34°05.735 071°41.029 293 29 340 7.0 Unobj Clear O.less 1.30 50 150 6 2.6 130 BDL 16 3.00 30 6.10 35 231 Nil Nil Safe Pump UC Nahaqi Mia Gujjar, 326 34°04.957 071°40.609 385 Bore 40 815 8.2 Unobj Clear O.less 1.18 64 350 46 6 300 BDL 36 6.00 42 3.50 50 461 Nil Nil Safe UC Nahaqi Islamabad, UC Hand 327 34°07.063 071°40.183 289 20 1108 7.7 Unobj Clear O.less 1.30 68 400 56 7.6 380 BDL 82 10.00 64 7.90 88 623 Nil Nil Safe Mia Gujjar Pump Shagai Korona, Open 328 34°05.622 071°38.318 301 38 1550 7.7 Unobj Clear O.less 1.18 120 550 61 7.6 380 BDL 110 5.00 88 9.00 220 872 5 2 Unsafe UC Nahaqi well Pakhto Daman, 329 34°05.176 071°38.823 293 Bore 30 736 7.9 Unobj Clear O.less 1.30 100 310 15 6.4 320 BDL 32 6.00 43 10.00 23 455 Nil Nil Safe UC Nahaqi Daman, UC Open 330 34°05.350 071°38.667 301 65 740 7.1 Unobj Clear O.less 1.30 100 350 24 5 250 BDL 72 4.00 25 9.71 22 440 13 5 Unsafe Nahaqi well

Daman Tube 331 Shakarpura UC 34°05.824 071°37.582 296 PHED - 380 7.7 Unobj Clear O.less 1.50 20 200 36 3 150 BDL 24 2.00 18 10.00 22 260 Nil Nil Safe well Nahaqi Gul Bahar Tube 332 Shakarpura, 34°05.790 071°37.375 300 PHED - 1590 7.7 Unobj Clear O.less 1.40 100 610 87 10.4 520 BDL 92 10.00 95 5.70 160 882 5.58 Nil Nil Unsafe well UC Nahaqi Open 333 Zakirullah 34°05.595 071°37.100 301 - 1620 7.2 Unobj Clear O.less 1.60 156 600 51 9.6 480 BDL 130 26.00 97 8.00 120 903 5 3 Unsafe well 334 Ajab Gul 34°05.694 071°36.960 303 Bore - 1072 7.4 Unobj Clear O.less 1.40 140 500 36 6 300 BDL 72 5.30 93 9.20 72 640 Nil Nil Safe Gulbella, UC Open 335 34°07.202 071°39.183 297 35 1434 7.2 Unobj Clear O.less 1.60 100 600 85 8 400 BDL 150 2.00 65 12.00 96 791 5 2 Unsafe Kuchyan well Gulbella, Main 336 Road, 34°07.225 071°38.573 299 Bore - 1092 8.1 Unobj Clear O.less 2.25 100 450 49 6.2 310 BDL 120 3.00 50 3.70 90 614 Nil Nil Safe Gulbella HSS Nahaqi, 337 34°06.691 071°36.769 293 Bore 65 995 7.6 Unobj Clear O.less 2.21 52 150 5 6.6 330 BDL 85 13.00 209 5.30 62 675 Nil Nil Safe UC Hahaqi Nahaqi, UC 338 34°06.325 071°36.820 297 Bore 55 951 7.7 Unobj Clear O.less 0.98 100 470 53 7 350 BDL 48 7.00 31 9.00 29 551 Nil Nil Safe Nahaqu Khazana Bala, Tube 339 34°04.942 071°35.762 306 PHED - 643 7.2 Unobj Clear O.less 0.76 40 350 61 6 300 BDL 40 4.00 19 1.00 24 377 Nil Nil Safe UC Khazana well Palano Garhi, 340 34°04.893 071°35.886 300 Tap 800 7.5 Unobj Clear O.less 2.10 100 350 24 6 300 BDL 70 6.00 25 6.00 26 456 11 Nil Unsafe UC Khazana Pulano Garhi- Open 341 II, UC 34°04.870 071°35.814 291 30 790 7.5 Unobj Clear O.less 1.45 90 340 28 5 250 BDL 60 6.00 27 5.00 85 468 2 Nil Unsafe well Khazana Muslim Children 342 34°06.042 071°36.546 315 Bore 80 818 7.2 Unobj Clear O.less 1.32 80 350 36 6 300 BDL 50 6.00 28 6.00 55 462 Nil Nil Safe Academy, Nahaqi Khybri Dag, Tube 343 34°05.074 071°37.001 306 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F UC Dawoodzai well Open 344 M. Arif 34°05.001 071°37.201 301 - 1284 7.8 Unobj Clear O.less 2.10 130 650 24 6 300 BDL 150 4.00 140 1.80 104 716 5 3 Unsafe well Muslim Children Open 345 34°06.042 071°36.546 315 80 1038 7.0 Unobj Clear O.less 1.70 68 400 56 7 350 BDL 64 7.00 63 7.00 80 579 13 8 Unsafe Academy, well Nahaqi Kankola, UC Tube 346 34°04.411 071°37.602 288 PHED - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F Kankola well Kankola-II, 347 34°04.467 071°37.670 298 Bore 55 1545 7.5 Unobj Clear O.less 2.10 80 550 85 5.6 280 BDL 130 8.00 90 2.00 280 850 2 1 Unsafe UC Kankola Hinko Daman, Tube 348 UC Hinko 34°04.215 071°37.775 297 PHED 206 893 7.6 Unobj Clear O.less 2.45 32 350 66 6 300 BDL 63 7.00 77 5.30 70 518 Nil Nil Safe well Daman Hinko Daman- 349 II, UC Hinko 34°04.250 071°37.801 291 Tap 921 7.5 Unobj Clear O.less 2.12 72 380 49 6.4 320 BDL 75 6.00 66 8.50 90 587 Nil Nil Safe Daman Dalazak, UC Hand 350 34°03.725 071°40.439 294 50 1063 7.5 Unobj Clear O.less 0.84 52 480 85 8.4 420 BDL 68 8.00 58 0.00 70 593 Nil Nil Safe Dalazak Pump Dalazak, UC Hand 351 34°03.785 071°40.701 286 60 1058 7.6 Unobj Clear O.less 0.34 56 450 75 8 400 BDL 50 5.00 55 8.00 65 582 Nil Nil Safe Dalazak Pump

Zahi Kohna, Hand 352 UC Mohib 34°04.350 071°43.697 294 35 1015 7.8 Unobj Clear O.less 2.30 52 280 36 7.6 380 BDL 100 4.00 76 9.00 105 641 Nil Nil Safe Pump Banda WSS - Camp Tube 353 Koruna, UC 34°05.251 071°44.224 292 PHED 300 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F well Mohib Banda Camp Koruna, Hand 354 UC Mohib 34°05.101 071°44.173 289 - 917 7.7 Unobj Clear O.less 0.46 92 310 19 6 300 BDL 60 6.00 60 8.00 55 508 Nil Nil Safe Pump Banda Camp Koruna- Hand 355 II, UC Mohib 34°05.372 071°44.139 287 55 836 7.7 Unobj Clear O.less 0.72 100 320 17 5 250 BDL 70 3.00 50 9.00 45 475 Nil Nil Safe Pump Banda Momin Ghari, Hand 356 UC Mohib 34°04.563 071°42.343 286 65 684 6.9 Unobj Clear O.less 0.64 44 220 27 4 200 BDL 27 4.00 45 9.00 60 367 Nil Nil Safe Pump Banda WSS - Tube 357 Babuzai, UC 34°06.218 071°35.126 330 PHED 300 566 7.6 Unobj Clear O.less 1.45 40 250 36 4 200 BDL 15 4.00 11 4.00 55 299 Nil Nil Safe well Babuzai Babuzai, UC Hand 358 34°06.1656 071°35.161 321 70 506 7.8 Unobj Clear O.less 1.64 52 250 29 4 200 BDL 35 8.00 90 6.00 90 451 Nil Nil Safe Babuzai Pump Shahlam Killi, 359 34°06.341 071°34.759 314 Bore 55 917 7.5 Unobj Clear O.less 2.50 92 350 29 6 300 BDL 60 51.00 34 7.00 70 547 Nil Nil Safe UC Takhtabad Takhtabad, UC 360 34°06.588 071°33.818 316 Bore - 787 7.8 Unobj Clear O.less 4.20 48 300 44 5 250 BDL 50 5.00 23 5.00 48 390 Nil Nil Safe Takhtabad Jafay Payan, 361 34°06.419 071°34.336 316 Bore - 620 7.7 Unobj Clear O.less 3.67 36 290 49 5.4 270 BDL 36 3.00 24 2.00 260 578 Nil Nil Safe UC Takhtabad Azam Khan Open 362 Town, UC - - - 1125 7.7 Unobj Clear O.less 2.10 60 400 61 6 300 BDL 100 4.00 44 9.00 95 584 13 5 Unsafe well Khanzana Goee Killi, UC Open 363 34°05.514 071°34.419 307 1504 7.5 Unobj Clear O.less 0.64 160 500 24 8 400 BDL 125 84.00 58 10.00 20 756 21 5 Unsafe Khazana well Sewaan Road, Hand 364 Yousababad, 34°04.795 071°34.544 301 879 7.6 Unobj Clear O.less 1.46 48 400 68 6 300 BDL 36 7.00 35 5.00 75 471 Nil Nil Safe Pump UC Khazana GGPS, Mera 365 Mushtorak, UC 34°09.693 071°26.226 346 Bore 15 1090 8.0 Unobj Clear O.less 0.89 140 400 12 6 300 BDL 87 6.00 66 8.00 150 677 10 2 Safe Panam Dheri Bara Chowk, Hand 366 UC Panam 34°09.760 071°26.558 336 15 810 8.1 Unobj Clear O.less 0.95 120 350 12 5 250 BDL 33 6.00 35 7.00 130 517 5 Nil Safe Pump Dheri Muhammad Open 367 Abad, DC 34°09.762 071°26.560 339 17 440 8.3 Unobj Clear O.less 1.01 44 220 27 3 150 BDL 25 3.00 10 2.00 36 244 20 2 Safe well Ghari Sherdad Dhery Killim, 368 UC Ghari 34°09.594 071°27.513 337 Bore 22 420 8.3 Unobj Clear O.less 1.70 44 200 22 3 150 BDL 22 2.00 10 1.00 42 236 Nil Nil Safe Sherdad Dheri Killi Hand 369 Warsak, UC 34°09.502 071°27.677 320 40 350 8.5 Unobj Clear O.less 0.43 40 200 24 3.6 180 BDL 17 3.00 8 2.00 27 236 Nil Nil Safe Pump Ghari Sherdad Dheri killi, (Tapa Karona), Open 370 34°09.683 071°27.828 330 20 2720 9.5 Unobj Clear O.less 0.96 180 750 73 13 650 40 280 60.00 220 5.00 300 1525 Nil Nil Unsafe UC Ghari well Sherdad

Wazir Killi, Open 371 34°09.874 071°28.415 332 15 860 7.9 Unobj Clear O.less 2.00 80 350 36 6 300 BDL 35 6.90 31 11.00 70 488 20 2 Unsafe UC Joguny well Open 372 Taj Ali Khan 34°09.993 071°28.571 335 15 1910 7.5 Unobj Clear O.less 3.50 210 900 91 10 500 BDL 252 5.00 29 3.00 210 1110 10 Nil Unsafe well Jahangir Pura, Hand 373 Daudzai, UC 34°10.140 071°28.786 331 17 780 7.7 Unobj Clear O.less 0.85 80 280 19 5.2 260 BDL 55 20.00 65 8.00 42 473 5 Nil Unsafe Pump Joguny Shagali Bala, Hand 374 34°09.760 071°29.305 322 22 830 7.9 Unobj Clear O.less 0.25 100 360 27 6 300 BDL 40 4.00 19 7.00 62 463 Nil Nil Safe UC Joguny Pump Mukaram Open 375 34°09.702 071°29.655 328 25 1460 7.9 Unobj Clear O.less 0.65 200 500 12 8 400 BDL 122 6.00 72 8.00 180 868 Nil Nil Safe Sahib well Shagali Payan, Open 376 34°09.673 071°29.110 328 30 2510 7.9 Unobj Clear O.less 0.80 300 950 49 12.4 620 BDL 177 13.00 170 5.00 350 1453 Nil Nil Unsafe UC Joguny well Open 377 Jahanzeb Khan 34°09.632 071°29.721 326 15 4410 7.9 Unobj Clear O.less 1.14 400 1800 194 29 1450 BDL 302 71.00 190 5.00 380 2430 30 5 Unsafe well Hand 378 Khan Zaman 34°09.674 071°29.710 329 20 4440 7.9 Unobj Clear O.less 0.50 350 1200 79 16 800 BDL 622 172.00 350 2.00 500 2562 Nil Nil Unsafe Pump Joguny Akusha Hand 379 Market, UC 34°09.488 071°30.427 325 30 1240 8.5 Unobj Clear O.less 0.88 140 500 36 8 400 BDL 45 42.00 52 10.00 150 750 Nil Nil Safe Pump Joguny Open 380 Shahzeb 34°09.680 071°31.129 328 15 870 7.9 Unobj Clear O.less 2.30 120 400 24 6 300 BDL 42 8.00 18 10.00 75 516 Nil Nil Safe well Open 381 Asal Khan 34°09.641 071°31.347 330 12 920 7.8 Unobj Clear O.less 3.70 80 420 53 7 350 BDL 55 4.00 24 2.00 75 510 20 3 Unsafe well Fazal-ur- Rehman Hand 382 34°07.453 071°36.454 303 35 1630 7.9 Unobj Clear O.less 4.80 180 520 17 8 400 BDL 135 42.00 91 4.00 205 928 4 Nil Unsafe Market, UC Pump Saeedabad Masjid Haji Hand 383 Yaqoob, UC 34°07.820 071°35.985 305 40 690 8.0 Unobj Clear O.less 2.23 100 350 24 6 300 BDL 30 8.00 15 6.00 60 444 Nil Nil Safe Pump Saeedabad Bhatyam, Mamu Open 384 34°08.101 071°35.647 305 30 1170 7.8 Unobj Clear O.less 1.18 120 450 36 7 350 BDL 60 32.00 60 3.00 150 682 100 5 Unsafe Khatkay, UC well Mamu Khatkay Qadir Killi, UC Open 385 34°08.100 071°35.647 304 - 910 7.8 Unobj Clear O.less 1.30 80 400 49 7 350 BDL 52 10.00 50 1.00 120 575 32 6 Unsafe Mamu Khatkay well BariShabor Jahangeerabad, Open 386 34°08.006 071°35.102 308 20 1750 7.7 Unobj Clear O.less 1.80 180 630 44 10 500 BDL 130 13.00 97 4.00 190 971 7 Nil Unsafe UC Mamu well Khatkay Darusalam, UC Hand 387 34°08.610 071°34.660 306 20 910 7.8 Unobj Clear O.less 2.25 120 400 24 2 300 BDL 50 7.00 31 2.00 130 551 24 2 Unsafe Mamu Khatkay Pump GP School, Shagai Payan, 388 34°08.702 071°34.286 304 Bore 100 630 8.0 Unobj Clear O.less 0.68 80 300 24 5 250 BDL 20 6.00 21 5.00 65 388 Nil Nil Safe UC Mamu Khatkay Masjid Shagai Hand 389 Payan, UC 34°08.819 071°34.131 318 22 610 7.8 Unobj Clear O.less 2.56 100 300 12 5 250 BDL 20 6.00 15 3.00 65 381 10 Nil Unsafe Pump Mamu Khatkay BHU Shagai 390 Bala, UC 34°09.065 071°33.865 310 Bore - 780 7.8 Unobj Clear O.less 0.52 100 350 24 6 300 BDL 27 5.00 25 2.00 92 462 36 Nil Unsafe Mamu Khatkay

Masjid Nawab Open 391 34°08.816 071°32.907 310 30 520 8.2 Unobj Clear O.less 0.89 40 250 36 4.6 230 BDL 25 5.00 15 2.10 40 309 5 Nil Unsafe Sher well 392 GGMS 34°09.273 071°32.739 315 Bore 60 1530 7.6 Unobj Clear O.less 0.26 120 590 70 8 400 BDL 110 6.00 66 8.00 180 828 20 Nil Unsafe Niami, UC Open 393 Mamu 34°09.338 071°32.256 318 20 860 8.0 Unobj Clear O.less 1.18 120 400 24 6 300 BDL 50 6.00 20 2.00 60 469 2 Nil Unsafe well Khatkaay Govt. Primary Hand 394 School, UC 34°09.804 071°31.938 326 - 1260 8.0 Unobj Clear O.less 4.23 120 450 36 8 400 BDL 80 5.60 69 5.00 130 703 Nil Nil Safe Pump Kooyana Masjid Zareef Open 395 34°09.990 071°31.213 320 20 960 7.4 Unobj Clear O.less 0.20 100 400 36 7.6 380 BDL 50 4.00 33 5.00 55 529 Nil Nil Safe Khel well Msjid Saeedu Hand 396 34°10.281 071°30.910 329 20 940 7.6 Unobj Clear O.less 3.78 100 400 36 5.6 280 BDL 37 6.30 34 10.00 76 502 Nil Nil Safe Shuhada Pump Pari Bala, 397 Kabul River, 34°10.383 071°29.060 322 Bore - N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F UC Jogany Masjid Ehsanullah, Open 398 34°07.075 071°36.095 296 60 480 7.9 Unobj Clear O.less 1.12 60 200 12 2.6 130 BDL 50 3.00 14 3.00 30 260 Nil Nil Safe Tauheedabad, well UC Nakay Masjid Muhammad Open 399 34°07.173 071°36.033 301 15 930 7.6 Unobj Clear O.less 3.78 100 400 36 5.6 280 BDL 37 6.30 34 10.00 76 502 Nil Nil Safe Ameen, Chara well Pul, UC Nakay Open 400 Bakhti Gul 34°07.162 071°36.060 299 15 1170 7.4 Unobj Clear O.less 3.23 120 500 49 9.8 490 BDL 55 22.00 44 5.00 90 687 Nil Nil Safe well Afridi Abad, Hand 401 34°07.478 071°35.580 301 15 1260 7.6 Unobj Clear O.less 2.10 120 450 36 8 400 BDL 80 5.60 69 5.00 130 703 10 5 Unsafe UC Nakay-9 Pump Marghazar 402 Schook, UC 34°35.366 071°35.367 303 Bore - 1500 7.9 Unobj Clear O.less 0.26 120 590 70 8 400 BDL 110 6.00 66 8.00 180 828 Nil Nil Unsafe Takhtabad Jati Bala, UC Open 403 34°07.519 071°34.916 303 20 920 7.9 Unobj Clear O.less 3.78 100 400 36 5.6 280 BDL 37 6.30 34 10.00 76 502 Nil Nil Safe Takhtabad well Jati Bala-II, 404 34°07.551 071°34.263 312 Bore 20 670 7.9 Unobj Clear O.less 1.60 80 320 29 4 200 BDL 17 4.00 14 2.00 80 380 Nil Nil Safe UC Takhtabad Gandha Kus, Open 405 34°07.673 071°33.484 311 12 900 8.1 Unobj Clear O.less 3.78 100 400 36 5.6 280 BDL 37 6.30 34 10.00 76 502 Nil Nil Safe UC Takhtabad well Ghanda KusII, Open 406 34°07.746 071°33.146 313 12 860 7.7 Unobj Clear O.less 1.18 120 400 24 6 300 BDL 50 6.00 20 2.00 60 469 Nil Nil Safe UC Takhtabad well Ghani Rehman 407 34°80.700 071°32.576 312 Bore 60 960 7.6 Unobj Clear O.less 0.20 100 400 36 7.6 380 BDL 50 4.00 33 5.00 55 529 Nil Nil Safe Qila, GPS Danglakhta 408 34°08.432 071°31.661 314 Bore 40 670 8.2 Unobj Clear O.less 2.40 80 320 29 4 200 BDL 17 4.00 14 2.00 80 353 5 2 Unsafe Bala, UC Joguny Open 409 Masjid-e-Nisa 34°08.660 071°31.109 321 20 750 7.8 Unobj Clear O.less 1.30 80 380 44 5.6 280 BDL 25 4.00 15 6.00 50 412 Nil Nil Safe well Tapu, UC Open 410 34°09.264 071°30.357 322 20 1530 7.5 Unobj Clear O.less 0.26 120 590 70 8 400 BDL 110 6.00 66 8.00 180 828 Nil Nil Unsafe Joguny well Chagar Matti, Asbab Road, Hand 411 34°30.488 071°30.493 336 30 1100 7.4 Unobj Clear O.less 0.99 120 500 49 9.8 490 BDL 55 22.00 44 5.00 90 687 Nil Nil Safe UC Chagar Pump Matti

Chagar Matti, 412 UC Chagar 34°07.759 071°30.531 325 Bore 15 670 7.6 Unobj Clear O.less 0.45 80 320 29 4 200 BDL 17 4.00 14 2.00 80 380 5 3 Unsafe Matti Govt. Girls Degree Tube 413 College, Shah 34°07.394 071°30.829 320 PHED 150 670 7.8 Unobj Clear O.less 0.67 80 320 29 4 200 BDL 17 4.00 14 2.00 80 366 Nil Nil Safe well Alam Right Side Garhi Khan Hand 414 34°06.636 071°30.757 316 80 650 7.6 Unobj Clear O.less 0.35 80 320 29 4 200 BDL 17 4.00 14 2.00 80 353 5 2 Unsafe Gul Pump Khappa Ashab Hand 415 Bab, UC 34°06.810 071°31.104 315 15 960 7.6 Unobj Clear O.less 0.20 100 400 36 7.6 380 BDL 50 4.00 33 5.00 55 529 Nil Nil Safe Pump Kaniza Hand 416 Sadiq Akbar 34°05.789 071°31.907 314 22 860 7.9 Unobj Clear O.less 1.18 120 400 24 6 300 BDL 50 6.00 20 2.00 60 469 10 Nil Unsafe Pump 417 Masjid-e-Quba 34°06.344 071°32.344 322 Bore 30 550 7.8 Unobj Clear O.less 0.68 80 250 12 3.4 170 BDL 30 3.00 10 5.00 80 319 Nil Nil Safe Ghari Shah Muhammad, 418 34°05.849 071°33.432 305 Bore 100 750 7.6 Unobj Clear O.less 1.30 80 380 44 5.6 280 BDL 25 4.00 15 6.00 50 412 Nil Nil Safe UC Haryana Payan Qadirabad, UC Open 419 34°05.379 071°34.216 309 50 900 7.8 Unobj Clear O.less 3.78 100 400 36 5.6 280 BDL 37 6.30 34 10.00 76 502 Nil Nil Safe Haryana Payan well