PowerPoint Presentationmowr.gov.in/sites/default/files/02_Yamuna Turnaround Plan DJB.pdf · to...

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21-03-2016

Structure of presentation

1. Vision

2. Case Studies & learnings

3. 4 Components of the Visiona)Guiding Principles

b)Action Plan

4. Component 1: Type of pollution & strategies for cleaning.

5. Component 2: Restoring Ecological Value

6. Component 3: Creating Value for the City

7. Component 4: Sustainable O&M Models

8. Typical Steps for Cleaning any Draina)Case of: Najafgarh Drain

9. Yamuna Strategy

10. Pasig story

11. Way Froward & Timeline

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VISION FOR YAMUNAa clean, navigable and ecologically rich river for the people.

International Experience

1. Huangpu – Shanghai

2. Upper Tiete basin- Brazil

3. Lerma Chapala Basin - Mexico

4. Rhine Basin – Europe

5. Saana's - Yemen

6. Pasig – Philippines

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4 Fundamental Principles of the River Restoration:

• Rivers are not touched before cleaning hydrology in the water-shed

• Geographical conveyance system needs to be rejuvenated for a space in people’s life

River cleaning requires unique unitary administrative unit with various in-house expertise

• Cleaning effort has to be backed by a Statutory provision

1

2

3

4

3 Steps of Restoration:

• Cleaning drains and the river- Cleaning the polluted water, Sludge Management, Solid waste management of

Nallahs draining into Yamuna; Industrial effluent, Dhobi ghat, slaughter house management, slum management, and Cleaning the river itself,.

• Restoring the ecological value of drains and river- Biodiversity parks and ecological landscapes viz. treatment

wetlands, catchment wetlands, mosaic of grasslands and floodplain forests; terrestrial forest communities; new habitats; edible landscapes...

• Creating Economic value for city - public spaces, recreation, navigation, water oriented development

(WOD)

1

2

3

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PROCESS FOR CLEANING A FLOWING WATERBODY

NON-POINT SOURCES

Unauthorized

colonies

Slums

Wastewater treatment plant

Run-off

Dhobhi

ghaat

Industries

Animal

slaughter

POINT SOURCES

Solid dumping

Edges

7

Identify Pollution sourcesStep 1

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componentRESTORING ECOLOGICAL

VALUE

2

River development should not destroy the river ecology!

NOT THIS

South Platte River, Denver

THIS

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ZONE – O:

The Protected River Catchment

componentCREATING ECONOMIC

VALUE FOR THE CITY

3

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FOREST AREA

NATURAL EXISITING DEPRESSION

D/S CHANNELS AND RIPARIAN BUFFERS

PROPOSED CONNECTION

HIGHWAY TREE STRIP (AS GREEN WAY)

URBAN PARKS

RIVER FRONT GREENWAY

BIODIVERSITY PARK

1 - Development of Greenways• 50 to 200 m wide green ways shall be

developed along the Yamuna as well as all the drains & streets leading to them.

WOD Zones should be created along all drains and notified

500 m

100 m

A belt of approx. 250 m on either side of major drain (centre line) and 50 m of smaller tributaries –

can be declared/ notified as WOD zone and special controls and regulations should be notified.

This zone can be placed under the control of an SPV with multiple stakeholders for strict monitoring,

single-point accountability and enhancing the development potential of this zone.

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Role of WOD

500 m

100 m

1.Ensuring that future pollution of Nallah/ river does not take place.

2.The drain/ river becomes a public-oriented and eco-logical zone, rather than a backyard/

garbage dump for the city.

3.Create and maintain access and public amenities for the city

4.Have an integrated monitoring model.

Floodable Zone

(protected)

Public

ZoneDevelopment Zone

(regulated)

Development Zone

(regulated)

Typical controls within WOD zone

(regulated) (regulated)

Public

Zone

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Floodable Zone

(protected)

This is the protected zone where no

development shall be permitted other than

cleaning and ecological restoration.

Public Access Zone(regulated)

This zone shall be publically accessible and have special regulations/ guidelines as per following concepts:•Habitat/ ecosystem of the drain shall be protected.•Strict lighting norms.•Protected banks•Strict control of sewage and storm water discharge into river/ drain. •Linked to other city greens.•Strict impervious cover norms.

Development Zone (regulated):

This zone shall have special regulations/ guidelines for all developments to following concepts:•Provide access to the river/ Nallah•All pathways/ boundary walls etc. shall allow permeation and flow of water.•All developments shall connect to municipal sewer line•Direct discharge of sewage or rain-water into ground or natural water body should be a criminal offence.•Strict impervious cover norms.

CL

Typical controls within a ~250 m WOD zone

Providing access through unauthorised colonies and creating an public space network along the drain is key - to long term success of WOD

Example of existing edge having slums

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An exiting Nallah edge with encroachments such as slums and loose soil banks

POSSIBLE SOLUTION 1 – Creating public access and walkways to Metro -with facilities along the edge, and bank protection and treatment of run-off.

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POSSIBLE SOLUTION 2– Creating public access and facilities through in-situ redevelopment.

componentSUSTAINABLE O&M MODELS

4

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Centre

componentCLEANING THE RIVER

1

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22

KM

Wazirabad

Barrage

Okhla

Barrage

Yamuna river enters Delhi near Palla,

traverses about 48 kms.

YAMUNA IN DELHI:

22 Km stretch from Wazirabad to Okhla

2% OF RIVER LENGTH in Delhi

BUT

70 % of total pollution loaded in

Yamuna in DELHI

(BOD:>40; Coliform: 24Millions)

Water color & quality changes in

YAMUNA, due to NALA outfall

YAMUNA CANNOT BE CLEANED IN ISOLATION FROM ITS NALLAS

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`

YAMUNA CANNOT BE CLEANED IN ISOLATION FROM ITS NALLAS

1 YAMUNA CANNOT BE CLEANED IN ISOLATION FROM ITS NALLAS

source@ Excreta Matter Volume II,CSE

22 drains directly flow into

the river.

Of which four main

Nallahs are key

contributors to pollution:

1. NAJAFGARH DRAIN +

SUPPLEMENTARY DRAIN

2. SHAHDARA DRAIN

3. BARAPULLAH DRAIN

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CLEANING 18 SMALL DRAINS


Action Plan For Small Drains

• INTERCEPTOR SEWER for, 1.Sweeper Colony,2.Magazine Road 3.Khyber Pass drain hasbeen trapped.

• The discharge intercepted from these drainsshall be pumped to Nigam Bodh SPS andultimately will be taken to existing Okhla STPhaving treatment capacity of 170 MGD.

• 4.METCALF HOUSE has been intercepted intoBela Road Trunk sewer.

• 5.QUDESIA DRAIN has been diverted and7.TONGA STAND DRAINS has been trappedinto Bela Road Trunk Sewer.

1.1.2

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• After rehabilitation of Subhash margperipheral sewer & Ring Road trunksewer, sewage in 9.CIVIL MILL DRAIN nearShanti Van has been reduced. However,remaining sewage has been trapped intoRing Road trunk sewer.

• The capacity of STP AT THE MOUTH OF10.DELHI GATE DRAIN HAS BEENAUGMENTED from existing 2.2 to 17.2MGD by constructing addition 15 MGDSTP.

• 11. Sen Nursing Home drain has been trapped and 2.2 Mgd of sewage is treated at Sen Nursing Home STP

• 14. Drain No. 14 is trapped in Ring road sewer

1.1.4 Action Plan For Small Drains

•6.Mori Gate (4 Mgd), 8. Vijay Ghat (0 Mgd) 15. Drain No. 15, 16. Drain No. 17 (14 Mgd), 18. Tehkhand (2.5 mgd) drain carrying sizeable amount of sewer haven’t been trapped so far

•It is not possible to divert this drain to any trunk sewer

•Neither STP is possible on the mouth of the drain

•It is only possible to have activated wetland

1.1.3 Action Plan For Small Drains

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CLEANING 4 LARGE DRAINS


POINT SOURCES STRATEGIES STAKEHOLDERS

1 Sewage from Haryana & UP

Treatment mechanism has to created at the entry point in Delhi

Haryana, GNCTD, UP

2 Sub drains carrying sewage from colonies and meeting major drains which drain into Yamuna

Cleaning strategy for small drains and large drain has to be fundamentally different

DJB, IFCD

3 Treated Effluent from STPs (not meeting CPCB standards)

All STPs are to be upgraded. Installation of sensors at outflow points with auto-monitoring on public interface.

DJB

4 Un-monitored Industrial effluent into drains

•Management of all 13 CETP has to be taken over by DSIIDC

• Strict and heavy penalties for violators for non operation of ETPs

DPCC

Main sources of pollution in Drains

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NON-POINT SOURCES STRATEGIES STAKEHOLDERS

5 Solid waste dumping •All river and Nallah edges having possibility of public access should have activities integrated .

• Solid Waste Management dedicated to water-bodies should be in place

DJB, IFC

6 U/A slaughtering, dhobi ghats, industries in residential areas

•Mapping of all Dhobi ghats and setting up ETPs

MCDs

7 Storm Water run-off control • Storm water drain planning and rectification of the present system

IFCD

8 U/A slums & unauthorized colonies

•Adequate sanitary systems and its management system

•Relocation of limited slum from the bed of river or drain

DUSIB

Sources of pollution in Drains

NAJAFGARH DRAIN

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1.2.2 YAMUNA CLEANING : NAJAFGARH DRAIN : POLLUTION SOURCE

1.Waste water from Jhajhar, bahadurgarh, Rohtak, Gurgaon- 164 mld

2. 30 sub-drains into the Najafgarh drain to be trapped under Interceptor Sewer

3. Untapped 8 Sub-drains carrying 32 mgd of sewage

4. Flow from STPs-Nilothi, Pappankalan, Najafgarh, Keshopur

5. Industrial effluents, Dhobi Ghats, slaughter houses

• Almost 168 Mld of sewage and polluted water meeting najafgarh drain at Chhawala,

• There can’t be a STP at the drain for such a large amount of water

• Only option is to have bio-remediation through activated wetland and series of floating wetland

•

NAJAFGARH DRAIN: SEWAGE FROM HARYANA 1.2.3

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Najafgarh Drain : Immediate action for Bio remediation 8

• CLEANING THE RIVER Sahibi

and Najafgarh Nalla through

biological system of a) on

channel floating wetlands b)

wetland parks along and around

it

1Tertiary Sewage treatment

OSHO PARK, PUNE, INDIA

Before

After

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2. 30 sub-drains into the Najafgarh drain to be trapped under Interceptor Sewer

PKG 4: IS - 5.4 Km, RM - 3.2 Km, SPS-1

PKG 1: IS - 1.9 Km, RM - 0.3 Km, SPS – 1

PKG 2: IS - 22.2 Km, RM - 6.6 Km, SPS-

2

PKG 3: IS - 11.6 Km, RM – 4.2 Km, SPS-2

PKG 5: IS - 6 Km, RM - 2 Km, SPS-

1

PKG 6: IS - 11.1 Km

STP

STP

STP

STP

STP

STP

NAJAFGARH DRAIN:

INTERCEPTOR SEWER PROJECT (ISP) PROJECT

1Total cost of the project i/c 11 years

O&M: Rs. 1963 Cr.

1.Likely date of completion : December

2016

2.60 mgd sewage diverted to existing

STPs out of total 245 mgd

1.2.4

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NAJAFGARH DRAIN: INTERCEPTOR SEWAGE PROJECT 1.2.5DETAILS OF SUBDRAINS OUTFALLING INTO NAJAFGARH DRAIN & PROPOSED TO BE TRAPPED UNDER

ISPS.

No

NAME OF DRAIN FLOW

(in MGD)

STATUS

Package-1 (Pappankalan STP) 13.42

1 TD2 4.14 Trapped

2 Palam 9.38 Trapped

PKG-2 (Nilothi STP) 12.95

3 Nawada Drain 0.86 Trapped

4 Nangli Vihar drain 0.27 Trapped

5 Mungeshpur 11.29 Trapped

6 Papraula 0.02 Trapped





1.2.6DETAILS OF SUBDRAINS OUTFALLING INTO NAJAFGARH DRAIN & PROPOSED TO BE TRAPPED UNDER

ISPS.

No

NAME OF DRAIN FLOW

(in MGD)

STATUS

Package-2 (Keshopur STP) 18.97

1 Moti Nagar 4.21 TO BE TRAPPED

2 Ramesh Nagar 5.44 TO BE TRAPPED

3 Basai Darapur 0.56 TO BE TRAPPED

4 Punjabi Bagh West 0.17 TO BE TRAPPED

5 Ring Road 1.52 TO BE TRAPPED

6 Raghubir Nagar Enclave 0.01 TO BE TRAPPED

7 Raghubir Nagar near JJ Colony 0.33 TO BE TRAPPED

8 Raghubir Nagar Enclave 0.95 TO BE TRAPPED

9 Raghubir Nagar 0.46 TO BE TRAPPED

10 Raghubir Nagar Left To Bridge 0.35 TO BE TRAPPED

11 Madipur 0.50 TO BE TRAPPED

12 Khyala 0.19 TO BE TRAPPED

13 Paschim Vihar District park 0.56 TO BE TRAPPED

14 Subhash Nagar 3.71 TO BE TRAPPED

NAJAFGARH DRAIN: INTERCEPTOR SEWAGE PROJECT

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1.2.7

DETAILS OF SUBDRAINS OUTFALLING INTO NAJAFGARH DRAIN & PROPOSED TO BE TRAPPED UNDER

ISPS.

No

NAME OF DRAIN FLOW

(in MGD)

STATUS

Package-3 (Rithala STP) 18.81

1 Inder Lok 0.43 TO BE TRAPPED

2 Lekhu Nagar 1 0.40 TO BE TRAPPED

3 Lekhu Nagar 2 -onkar 0.37 TO BE TRAPPED

4 Kanahiya+ Tri Nagar Keshopuram colonies and part of pitampura

6.47 TO BE TRAPPED

5 JJ Colony Wazirpur 1.25 TO BE TRAPPED

6 Daryai Nala near Karol Bagh 9.89 TO BE TRAPPED

NAJAFGARH DRAIN: INTERCEPTOR SEWAGE PROJECT


3. Untapped 8 Sub-drains carrying 32 mgd of sewage

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• 8 Sub drains which are yet to be tapped

BARAPULA DRAIN

NAJAFGARH DRAIN : UNTAPPED SUB-DRAINS1.2.8DETAILS OF ADDITIONAL DRAINS IN THE COOMAND

OF NAJAFGARH DRAIN NOT COVERED UNDER ISP

S.

No

NAME OF DRAIN FLOW

(in MGD)

STATUS

1 Bijwasan 0.70 Action to be taken by DJB

2 Sector 16 B LIG Flates

0.04 Negligible flow

3

Dharampura 3.04Flows to be eliminated at source due to

new sewers and improvement to existing sewer infrastructure in Najafgarh town

4

Shakur Basti 5.38Flows to be eliminated at source due to new sewers and improvement to existing sewer infrastructure in Najafgarh town

5

Shakti Nagar Ex. 0.44

Flows to be addressed at source by DJB. Sewer Network of Existing Rana Pratap Bagh Command area to be improved by DJB to reduce flows in these sub drains. 6 Sawan Park 008

BARAPULA DRAIN

NAJAFGARH DRAIN : UNTAPPED SUB-DRAINS1.2.8

DETAILS OF ADDITIONAL DRAINS IN THE COMAND

OF NAJAFGARH DRAIN NOT COVERED UNDER ISP

S.

No

NAME OF

DRAIN

FLOW

(in MGD)

STATUS

8

Jahangir Puri

21.39

This sub drain has sewerage flow from Jahangir Puri due to settlement of

main sewer in Jahangir Puri. Jahangir Puri SPS has the capacity of 20 MGD

whereas it is running at 2 MGD due to sewerage from the area not reaching the SPS. Process of rectifying sewer is

in progress by DJB. DJB will intercepted this sub drain flow

directly into Jahangirpuri SPS by laying sewer from sub drain. Flow in sub

drain to be eliminated by DJB.

TOTAL 31.90

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4. Flow from STPs-Nilothi, Pappankalan, Najafgarh, Keshopur

NAJAFGARH DRAIN & SUPPLEMENATRY : STPs

UpgradationDETAILS OF STPs IN THE COMMAND OF NAJAFGARH &

SUPPLEMENTARY DRAIN

S.

No

NAME OF STP Capacity

(in MGD)

Design

Parameters

BOD/ SS (in

ppm)

Tentaive Cost

(In Rs Crore)

1 Pappankalan-I 20 30/50 120

Pappankalan-II 20 10/10

2 Najafgarh 5 30/50 30

3 Nilothi-I 40 30/50 240

Nilothi-II 20 10/10

4 Keshopur-I 12 20/30

Keshopur-II 20 30/50 120

Keshopur-III 40 30/50 240

5 Rithala-I 40 30/50 -

Rithala-II 40 15/20 -

6 Rohini 25 30/50 150

7 Coronation-70 70 10/10 500

1.2.9

Cost- 1400 Crores

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SHAHADARA DRAIN : STPs Upgradation

DETAILS OF STPs IN THE COMMAND OF NAJAFGARH &

SUPPLEMENTARY DRAIN

S.

No

NAME OF STP Capacity

(in MGD)

Design

Parameters

BOD/ SS (in

ppm)

Tentaive Cost

(In Rs Crore)

1 Yamuna Vihar-I 10 30/50 60

Yamuna Vihar-II 10 10/10 60

Yamuna Vihar-III 25 20/30 -

2 Chilla 9 10/10 -

3 Kondli-I 10 YAPIII -

Kondli-II 25 YAPIII

Kondli-III 45 10/10 -

TOTAL 120

1.2.9

Cost- 120 Crores


5. Industrial effluents, Dhobi Ghats, slaughter houses

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Effluent Treatment Plant: Upgradation and Monitoring

• 13 effluent treatment plants with

44.6 Mgd capacity

• Only 10 Mgd of effluent is treated

• Only two are on biological

treatment system

• Problem is the management

model- it should be taken out of

the societies and should be run

on concession agreements

• More Biological ETP needs to be

set up in a time bound manner

• Involvement of private sector to

check individual ETPs

• Pickling needs to be eliminated

completely

Slaughter House and Dhobi ghat : Improvement and Monitoring

• Unauthorised slaughter house

needs to be regulated

• Dhobi ghats needs to be fitted

with ETPs

• Ghazipur slaughter house needs

monitoring

• DPCC has issued directions u/s

33(A) of the Water Act in

compliance of CPCB directions

u/s 18(1)(b) to install online

monitoring system by 31.3.2015.

• Provisions to be made to collect

blood separately & convert it to

valuable products.

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NAJAFGARH DRAIN

1.2.10 NAJAFGARH DRAIN: DREDGING AND SLUDGE MANAGEMENT

Total estimated sludge in

Najafgarh drain is 10 million

tons ( source I&FC)

Cost of dredging @ Rs

300/metric ton

Cartage @ Rs 50/metric ton

Royalty @ Rs 370/metric

Cost- 800 Crores

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NAJAFGARH DRAIN: SOLAR DRIER( WENDEWOLF)

• Drying and Disposal is an important component of sludge management

• Many large plant needs to be set up for this purpose

• Plant can be set up at Nilothi STP, Rithala STP, Rohini STP, Dwarka WTP, Sonia Vihar WTP

• Cost of one such plant could be Rs 25 crores for 20,000 ton capacity plant

Cost- 100 Crores

1.2.11

NAJAFGARH DRAIN: SEPTAGE MANAGEMENT1.2.12

• Scientific reconstruction of

tanks

• Scientific evacuation of

Septage Scientific treatment

of Septage (Oxidation ponds)

Scientific Disposal

Malaysia Model

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Physical ScreeningBOOMS and Gross Pollutant Trap

58

Najafgarh Drain : Solid Waste Management

1.On-site instalment of Solid

waste segregation structures

2.Collection and segregation of

the waste

3.Composting

4.Incineration of the waste

5.Management structure

Negligible cost

59


StromX

Hydrod

ynamic

Separat

orNegligible cost

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60


Cost – 10 crores

Solid Waste

Segregation

and

Composting

Solid Waste

Incineration

NAJAFGARH DRAIN

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Najafgarh Drain : Cycle tracks and Parks

Parks and cycle Tracks needs to be developed on the

banks for the ownership of the population in the

viscinity

Cost – 500crores

Najafgarh Management : Cycle tracks and

Parks

Parks and cycle Tracks needs to be developed on the

banks for the ownership of the population in the

viscinity

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3 HOUTAN PARK, SHANGHAI, CHINA By Turenscape

NAJAFGARH DRAIN

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Floodable Zone

(protected)

Pu

blic

Acce

ss Z

on

e

(regula

ted)

Development Zone

(regulated)

Pu

blic

Acce

ss Z

on

e

(re

gu

late

d)

Development Zone

(regulated)

Water Oriented Development (WOD) zone

Water Oriented Development (WOD) zoneStep 3

Floodable Zone

(protected)

Public Access Zone

(regulated)

Development Zone

(regulated)

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Yamuna

• FLOW

REGIME

• WATER

QUALITY

Yamuna: Flow Regime

1 Removal of encroachments

2 Dredging

3 Increase in volume of Flow

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Removal of Encroachments-1

• Removal of Solid Waste dumps

especially on eastern side

• Relocation of expansion of

settlements- Jaitpur extension and

Badarpur Khadar

• All bunds, guide bunds, spurs and

temporary roads needs to be

removed immediately

• All solid waste recycling units, farm

houses, cattle farms and Nurseries

must be relocated


• Removal of Constrcution at Sur ghat

and Qudasia Ghat

• Special Zone needs to be created

for CWG Village, Old Jaitpur, Sonia

Vihar, Jagatpur, Samadhis, Delhi

Secretariat, Velodrome – Pollution

control needs to be regulated for

these structures.

• Millenium Depot needs to be

removed- Govt has already

submitted an affidavit in the court

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1 C & D Waste Plant

2 Solid Waste Management Plant

Yamuna : Dredging

• Dredging of the river Yamuna,

Okhla reservoir and at Wazirabad

reservoir

• No estimation of the sludge has

been done

• Requires Bathymetric Survey to

assess the

• Treatment and Disposal of

sludge will require a separate

plant only

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Increase in Flow Volume

• Supreme court has directed Haryana and Upper yamuna Board to ensure that total

flow in yamuna downstream of Wazirabad should be 10 cumecs

• Revival and Creation of waterbodies on both banks

• Delhi has to release treated waste water in the river

Yamuna: Water Quality

1 Point Sources

2 Non-point Sources

3 Waterfront Development

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Non-Point source : Agriculture,

• Wetlands are be developed

on both banks before

treated water of nallas

enter Yamuna

• Outfall from Barapullah

should be channelized

through cascade of

wetlands already existing in

the area

• Wetlands also in smaller

drains

• All nurseries, cattle farm, farm

houses need to be removed

• Agriculture and use of pesticide

needs to be banned

• Mosaic of waterbodies and

wetlands need to be created

Point source : Wetlands




enter Yamuna



through cascade of


the area


drains

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1 – Development of Greenways• Various uses

Urban Agriculture Recreation spaces Wetlands

http://payload67.cargocollective.com/1/7/254933/3647282/03a_RKJ_Details_1000.jpg

The greenways are composed of different biological communities (3-tiered). These

greenways will be landscaped in a way that they will have walkways, cycleways all

along and recreational parks at places close to the human settlements. Native trees,

shrubs and herbs will be used in the development of greenways. These greenways also

serve as habitat for wildlife particularly birds, butterflies and small mammals. Such

greenways will also be developed on guide bunds. This approach not only beautifies

2 – Floodplain forests

The areas between the wetlands will

be developed into mosaic of

grasslands and floodplain forests. In

other words the biodiversity parks of

the floodplains include treatment

wetland, catchment wetlands, the

mosaic of grasslands and floodplain

forests and terrestrial forest

communities on the elevated areas.

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3 – De-siltation of wetlands

The largest wetlands can be desilted and converted into off-river reservoirs. These can store millions of gallons of flood water and will provide water to the city during dry season.

4 – Off-river reservoirs

Main water

body

Main water

body

Off-river

reservoirs

/ holding

/retention

ponds

Off-river reservoirs / holding

/retention ponds

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5-Wetlands and Bio-Diversity parks




enter Yamuna



through cascade of


the area


drains

• More Bio-diversity

parks need to be

created

• Yamuna River front

plan of DDA should

be dropped

• Nature trails needs

to be established

9000 hectares of

land

52 km

Since some of the

stretches do not

require heavy

earthwork (desilting)

the cost may come

down to Rs 30 lakh

per hectare.

Total cost –Rs. 4500 crore

Time required: 2-3 years entire project | Landscape features 2-3 years

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International Experience

PASIG

PASIG – A STORY

1. MIGRATION IN MANILA – ENCROACHMENT

2. CONCENTRATION ON WATER SUPPLY – NEGLECTED WASTEWATER

3. MUNICIPAL SEWAGE AND CLOTH INDUSTRY

4. LACK OF COMPREHENSIVE PROGRAMME

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PASIG – A SUCCESS STORY

1. SUFFICIENT LAWS AND REGULATORY PROVISIONS EXISTED

2. OVERLAPPING RESPONSIBILITIES

3. LAND USE AND ZONAL PLANNING – NOT ENFORCED

4. NO SINGULAR AUTHORITY

5. NO SUITABLE ADMINISTRATIVE STRUCTURE

Department of Environment and

Natural Resources

River Rehabilitation Secretariat

PROGRAMME SUPPORT

Planning and Monitoring

Training

Public Information and Activation

ADMINISTRATIVE SUPPORT

Accounting

Computer Operations

Transport

Utility

Secretarial

WG

Water

Qualit

y

Monit

oring

WG

Com

merci

al and

Indust

rial

polluti

on

WG

Septa

ge

Mana

geme

nt

WG

Solid

Wast

e

WG

Squat

ter

settle

ment

WG

Dredg

ing

WG

Recre

ationa

l

devel

opme

nt

WG

Sunk

en

wreck

s

1/17/2017

45

ADMINISTRATION

SET-UP

• To prevent dumping of garbage in the drains and river

• Desilting/fencing of drains.

• Closing unauthorized industries, slaughtering, & Dhobi Ghat in residential areas.

To release adequate water for dilution

Desilting/cunneting and channelization of drains including fencing.

To capture entire sewage and convey it to STPs .

Removal of squatters and J.J. Clusters from the banks of the river & River front Development.

Ensuring all industrial effluent is treated through CETPs before discharge.

To prevent untreated discharge into Delhi .

Single Secretariat

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LARGE DRAINS : CLEANING AND COST MATRIX

NAJAFGARH SUPPLEMENTARY SHAHADARA BARAPULLAH

LENGTH 54 34 30 10?

WATER TREATMENT

500

DREDGING 800

SLUDGE MANAGEMENT

100

SOLID WASTE MANAGEMENT

10

DEVELOPMENT OF PUBLIC SPACE

500

TOTAL 1910 1202 1061 250

Add 1540 crores for STP upgrade TOTAL = 5943 crores

STEPS AHEAD

1. Unified Administrative Set up with in-house expertise

2. Framing of a Statute

3. Separate Study of all Watersheds of Delhi

4. Concentration on Nallahs and its upgradation

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Thank you

05-12-2016Keshav Chandra, CEO, DJB

PowerPoint Presentationmowr.gov.in/sites/default/files/02_Yamuna Turnaround Plan DJB.pdf · to...

Documents

Transcript of PowerPoint Presentationmowr.gov.in/sites/default/files/02_Yamuna Turnaround Plan DJB.pdf · to...