AK SINHA ,IAS SECRETARY DEPARTMNET WATER SUPPLY AND SANITATION GOVT OF PUNJAB

Total Districts 22

Total Population 27.7 million

Assembly Constituencies 117

Urban Population 10.4 million

Rural Population 17.3 million

Total House hold 5.49 million

Urban house hold 2.094 million

Rural House hold 3.3.15 million

Census 2011 figures

3

Status of Schemes / Coverage Habitations

Schemes based upon Schemes Main Other Total

Canal water : 847 1067 787 1854

Tube well : 7210 10169 1470 11639

Not Covered habitations : -- 7 19 26

Status of Habitations as per service norms

Service Status =>70 lpcd 40 lpcd

Habitation coverage 8668 4667

1676 Hand Pumps provided for scattered population

2597 Schemes are Multi Village schemes

Rural Water Supply staus- July 2016

Note: State is likely to achieve “NC - free” status as regards water supply in all the villages up to October 2016

Achievement upto jluy 16 Target for year 2016-17 Target up to 2021 Villages 132 500 4000

0

500

1000

1500

2000

2500

3000

3500

4000

4500

Villages

4

Achievement of 24x7 water supply

5

Achievement of 100% household connections

0 500

1000 1500 2000 2500 3000 3500 4000

At the time of start of Project

Achievement upto July 2016

Target for 2021

0

755

4000

Villages

At the time of start of Project

Achievement upto July 2016

Target for 2021

Nil

3013 vill.

7000 villages

6

2. Improved access towards sustainable RWS services (with 70% household connections at service level of 70 lpcd)

ACHIEVEMENTS – Private Connections

0

2

4

6

8

10

12

14

16

As on 4/2008 As on 7/2016

4.28

15.77

345% jump in Private Connections (in lacs)

Con

nect

ions

INDIVIDUAL HOUSEHOLD CONNECTIONS PRESENT STATUS

Total Rural Households in Punjab as per census 2011 : 33.15 lac

Total Private connections in Rural Households : 44.5%

7

PUNJAB QUALITY MAP

PUNJAB QUALITY MAP

Heavy metals : , Lead, Selenium, chromium lead ,cadmium , Arsenic Basic Parameters : Fluoride, Iron Nitrate Total Dissolved solids, Hardness

Water quality mitigation status

10

No. Name of Parameter

Number of Habitations

affected

Already covered with RO under PIDB

and NABARD XIX

Being covered

under NITI Aayog Funds

Being covered under new

Project NABARD XXII

Number of Habitations

still to be covered

1 Arsenic alone 175 48 127 0 0 2 Uranium 513 397 0 116 0 3 Fluoride 254 55 199 0 0

4 Aluminium 575 0 0 4 571 5 Lead alone 447 0 0 3 443 6 Cadmium 101 0 0 101 0

Chromium 45 0 0 0 45 Nickel 33 0 0 0 33 Selenium 223 0 0 223 0 ix (combination of 2 or 3 parameters)

585 411 0 108 66

2951 911 326 555 1158 Note: In addition to above 971 habitations affected with Iron and Nitrate are pending to be covered with treatment technologies after re validation of test results

Supply of Surface Water – as long terns solution to Quality Affected Six Districts

11

Moga Procurement on Design Build and operate basis in progress

World Bank assisted

Barnala do do

Sangrur Feasibility study completed

Funds to be arranged

Ludhiana do do

Jallandhar Do do

Hoshiarpur Do Do

12

41% 2011 Census

RURAL PUNJAB SANITATION STATUS

Total Rural House hold 33.15 lac

House hold without Latrine or having insanitary latrine

7.91 lac

77.77% March 2016

72%

2001 Census

March 2016

Launched in June 2015 Swachh Punjab is the goal of a clean and healthy state by ensuring all the villages achieving open defecation free (ODF) status BY 31-10-17 and adopting best sanitation practices in the field of Solid and Liquid waste management (SLWM) Swachh Bharat Mission Gramin -Supported by World Bank Funded Punjab Rural Water supply and Sanitation Sector Improvement Project TOTAL LATRINES TO BE CONSTRUCTED 7.91 LAC . OUTLAY OF 1200 CRORE

• Sustainable Open Defecation Free villages • Focus on outcome in terms of reduced open defecation at

individual & GP level and not on toilet construction alone • Focus on awareness generation and mobilizing the

community to take the lead in changing its sanitation status

• Latrine for Every house hold • The latrine of their choice to be constructed by the

beneficiaries themselves . • Latrine incentive fixed @ Rs 15000/- per unit .

Total GP 13023

Village declared ODF during 2015-16 1051

Village declared ODF during 16-17 413

Total Number of ODF GP as on 13.06.2016 1464

Number of open defecation free district 1- Fatehgarh sahib

Number of District to be declared ODF by 31.03.217 13

Number GP’s to be ODF by 31.03.2017 8000

IHHL to be constructed upto March -17 468000

IHHL already constructed 104026

Punjab Open Defecation Free -Plan

Colour

ODF Target

Phase 1- declared ODF

Phase 1 Dec 16

Phase 1 March 17

Phase 2 Oct 17

Water Logged area

• South-western parts of Punjab are facing problems of severe water logging and salinization.

• The state be characterized by two distinct topographical and hydro-geological settings:

• High yielding fresh groundwater regions in northern and central districts

• The saline groundwater regions in south western districts. Groundwater depletion on one side and water logging on the other,

• these two extreme scenarios in close proximity to one another are probably a unique case of extreme ecosystem vulnerabilities that require intensive, extensive and sustained Solutions

• Contamination of drinking water in the water logged area with Uranium, Arsenic and Heavy Metals etc. is posing a grave threat to the region

Technology Options for High Water Table Areas <1.8mt

Twin Leach Pit latrine cannot be used for High water Table areas Modified Septic Tank with and Anaerobic Filter

DRDO Bio Tank seeded with Inoculum

House hold Latrine

Modified Septic Tank (Spiral flow ,

Anaerobic Filter Drain

House hold Latrine

DRDO bio Tank Reed Bed Drain

Water Logged area latrine

Anaerobic Bio Filter as per BIS 2470 Part II

PICTURES of MODIFIED SEPTIC AND ANAEROBIC FILTER (BHAI KA KERA)

SEPTIC TANK

PIPE AND BAFFLE FOR

SPIRAL FLOW ANEROB

IC FILTER

Ground Water is not potable in water Logged area Schemes are based on Canal water Originally Under ground slow sand filters were provided 110 water supply schemes in water logged are affected by water logging. On account of water logging their structures have been damaged and Saline(high TDS) water is entering in the structures . Nitrate , Hardness , Fluoride are present in sub soil water

Project out lay of 198 crore for 110 schemes approved New Structures proposed Replacement of Pipe line extension to uncovered areas Piped inlet channel Water Treatment Repair of Existing structures

INLET CHANNEL

S&S TANK RAISED

PUMP HOUSE RCC CTP OHSR

INLET CHANNEL

S&S TANK RAISED

PUMP HOUSE

PRESSURE FILTER

CLEAR WATER TANK

OHSR

INLET CHANNEL

S&S TANK RAISED

PUMP HOUSE

CONTINOUS SAND FILTER

OHSR

OPTION 1 RCC CTP

OPTION 2 PRESSURE FILTER

OPTION 3 PRESSURE FILTER

1. Raised RCC composite water treatment Plant Components Pipe Inlet channel Storage and Sedimentation tank above Ground Level -Pumping RCC CWT comprising of High level tank, Slow sand filter , Clear water Tank- OHSR High Capital cost . Low Operation and maintenance cost

Pressure Filters in place of slow sand filters Low capital and Operation and Maintenance cost Back washing required

No Back washing required as dirty sand is continuously removed from the active sand bed Air-lift pump sucks the contaminated sand from the bottom of the filter body and a mixture of sand, dirty particles and water is transported upward through the air-lift pipe into the washing chamber at the top of the filter. The filtered water is passed through activated carbon filter to remove odour High capital and running cost

Sno Type of Water Treatment intervention

Capital for plant of 30 cum /hr capacity

Clear water Tank

Total cost

1 RCC composite water Treatment Plant comprising of high lvl tank , slow sand filter and clear water tank

40 lac included 40 lac

2 Pressure Filter with manual operation

12 lac 8 20 lac

3 Pressure filter with automatic pressure filter

40 lac 8 48 lac

3 Continuous sand filter and clear water tank

75 lac included 75 lac

4 Cost normal slow sand filter based treatment plant high level tank , slow sand filter and clear water tank

25 lac included 25 lac

Common addl Components : Storage and sedimentation tank, Pump house Ohsr = 60 lac

Liquid Waste Management in Rural Punjab

Dirty Ponds in the Villages of Punjab

Village Rurka Block Sudhar Village Baddowal Block Ludhiana I

10” o/d pipe with tee

Pond 1 Anaerobic cum sedimentation Tank size = 15% area of Pond or 5 days detention time which ever is higher . Depth of out let from bottom 3 meter

Pond 2 Facultative

Detention time 10 days or area=25-30% Water Depth (ie Out let @ 1.5 mt from Bed) to maintain 1.5 mt depth

Pond 3 Maturation

Detention time 10 days ie area = 30 % Water Depth 25-30%(ie Out let @ 1.5 mt from Bed)

Pump for Irrigation

Over flow pipe 12 “ dia or more to discharge rain water

Over flow pipe 12 “ dia or more to discharge rain water

Over flow pipe 12 “ dia or more to discharge rain water

250 mm i/d pipe with tee Waste water in let

10” o/d pipe with tee

10” o/d pipe with tee

Pond 4 Polishing Pond area 25-30% or detention time 10 days

Flow Diagram of Stabilization Pond

Anaerobic Pond

Facultative Pond

Maturation Pond

Rain water harvesting Pond

Recharge well

Inlet channel bed level 30 cm high so that only rain water enters this portion

Inlet channel

Implementation Arrangement DWSS provides the funds and technological inputs . Zila Parishad at District level facilitates the identification of the village. Project has been executed by Gram Panchyat Water Supply and Sanitation committee of the respective village All the activities have been carried out using People Participatory approach

Punjab Agricultural University Ludhiana carried out independent water quality study at village Dewatwal and Chakkar in the month 11/2013 and Jan 2014 .The results are as under Village Chakkar

Untreated Treated Untreated Treated

Chakkar Ludhiana Dewatwal Ludhiana

BOD mg/lt 98 12 65 15

COD mg/lt 160 32 140 72

TSS mg/lt 160 332 180 45

Coliform per 100 ml

2400 1200 2400 1100

Construction Activities in Pictures

Desilting of Pond Excavation

View of Treated waste water after Pond Renovation

Ariel View of Renovated Pond

Ariel View of another Renovated Pond- Change in colour of Waster water from Grey to Light green in various portions , indicates treatment of waste water

Migratory Birds Relaxing on the Embankments of Renovated Pond – Indicating improvement in Environmental Conditions

Advantages of Pond Renovation

Technology

Natural Treatment Process uses Sun light. Low Capital and O&M Cost . Cost of construction of renovated pond is approximately Rs 4.0 lac per acre. Earlier it was Rs 2-3 lac per acre No skilled Supervision Required No electricity required for treatment Solves Nuisance and Pollution caused by Grey Water Prevents Ground water Contamination

Thanks