ganga action plan

REPORT ON UTILISATION OF FUNDS

AND ASSETS CREATED THROUGH

GANGA ACTION PLAN IN STATES UNDER

GAP

A Report Prepared for the Supreme Court

by

Member (Water Resources)

Planning Commission

Environment & Forests Division

and

Water Resources Division

Planning Commission

Government of India

May, 2009

TABLE OF CONTENTS

1. Introduction

2. Ganga Action Plan: Objectives and Approach

3. Change in Water Quality

4. Status of Allocation and Utilisation of Funds Under Ganga Action Plan by GAP

States

5. Sewage Treatment Capacity Created and Its Adequacy

6. STP Capacity Needed

7. Recent Initiatives Taken to Clean Up Ganga

8. Summary and Recommendations

Annexure I Supreme Court Order dated 05.12.2007

Annexure II Projections of Sewage Generation and Cost

Annexure III Projections of Population, Sewage Generation and STP Capacity Required

Annexure IV Reports on Field Visits to STP units in Uttarakhand, Bihar and UP

REPORT ON UTILISATION OF FUNDS

AND ASSETS CREATED IN

GANGA ACTION PLAN STATES UNDER GAP

1. Introduction:

The Hon’ble Supreme Court of India in its directives dated 5th December, 2007 stated that “If

further funds are allocated by the Union of India, the Planning Commission Member In-

Charge of Water Resources may verify whether those funds are duly utilized for the

States effectively”. Subsequently, the Ministry of Environment and Forests (MOEF), in its

letter dated 25th January, 2008, requested Secretary, Planning Commission to take necessary

action in the light of the observations of the Hon’ble Supreme Court. A copy of the Ministry’s

letter and the Hon’ble Supreme Court’s order is at Annexure I.

As per the above directions of the Supreme Court Dr. Kirit S. Parikh, Member (Water

Resources), Planning Commission reviewed the utilization of fund under GAP and has

prepared this report with the help of following officials:

1. Dr. Indrani Chandrasekharan, Adviser (E&F), Planning Commission

2. Shri M. Ravindranath, Joint Adviser (E&F), Planning Commission

3. Shri Yogesh Sharma, Director, National River Conservation Directorate (NRCD),

MOEF- for Uttarakhand

4. Shri B. Sikka, Director, NRCD, MOEF- for Uttar Pradesh

5. Shri Rajiv Sinha, Additional Director, NRCD, MOEF – for Bihar and Jharkhand

6. Shri Lalit Kapur, Additional Director, NRCD, MOEF - for West Bengal

7. Shri A. Murlidharan, SRO (WR), Planning Commission

The report is based on data obtained from CPCB and MOEF and field visits made to plant

sites in Uttarakhand, Bihar and U.P. The questions addressed in this report are the following:

(i) What were the objectives and approach of the Ganga Action Plan?

(ii) What has been the outcome in terms of water quality of Ganga?

(iii) What is the status of waste water treatment?

(iv) How effectively were the allocations spent?

(v) What are recent initiatives?

(vi) What needs to be done?

These are addressed in turn.

2. Ganga Action Plan - Objectives and Approach:

The Ganga Action Plan (GAP) was launched by the Government of India in the year 1985

with the objective of abatement of pollution in the River Ganga due to discharge of sewage

into the river from point as well as non-point sources. The Plan was renamed the National

River Conservation Plan (NRCP) in the year 1995 and was broad-based to tackle pollution

levels in other identified polluted stretches of major rivers, for improving their water quality

to the bathing quality standards.

2

GAP I was launched in June 1985 and declared closed on 31st March, 2000, GAP II was

approved in April, 1993 for pollution abatement of remaining works on river Ganga with 3

other rivers Yamuna, Damodar and Gomti. River Mahananda was included in the year 2005-

06. NRCP was extended to other Major rivers of the country in 1995. In December, 1996,

GAP - II was merged with NRCP. At present, NRCP covers 35 stretches of polluted rivers in

164 towns spread in 20 States. Action Plans for different rivers are being drawn up on the

basis of surveys by Central pollution Control Board (CPCB) and State Pollution Control

Boards (SPCB).

The approach of GAP was to create sewage treatment plants in the cities along the Ganga so

that no untreated sewage is discharged into the river. This was expected to bring the quality of

the river water to a desired level.

3. Change in Water Quality:

Though a considerable sum of money has been spent on the programme and the impact of

GAP and NRCP has been positive, it has been less than desired. Water quality monitoring

done by reputed independent institutions indicates some improvement in the water quality

over pre-GAP period. The water quality analysis of samples collected at 16 stations on River

Ganga during 1986 and 2008 shows improvement in Dissolved Oxygen (DO) levels at 4

locations namely up and down streams of Allahabad and Varanasi. All the 16 stations except

Patna downstream and Rajmahal show reduction in Biological Oxygen Demand (BOD)

values. The BOD level show marked reduction in Allahabad and Varanasi indicating

improvement in the water quality over pre-GAP period (Table 1). However, at 7 of these 16

sites, BOD level does not meet standard for bathing water. The situation is much better for

DO for which at only one site the bathing standard is not met. On the other hand in terms of

total coliform count only at one place the bathing standard is met. The count exceeds by many

times the bathing standard.

Table 1: Water Quality Data for River Ganga (Summer Average i.e. March to June)

Stations DO (MG/L) BOD (MG/L) Total Coliform

1986 2008 1986 2008 2002/2003 2008

Rishikesh 8.1 8.1 1.7 1.2 115 23

Haridwar D/S 8.1 7.9 1.8 1.4 400 1600*

Garmukteshwar 7.8 7.8 2.2 1.9 851 7500*

Kannauj U/S 7.2 6.5 5.5* 2.9 919** 75000*

Kannauj D/S NA 6.2 NA 3.1* 1478** 75000*

Kanpur U/S 7.2 4.9* 7.2* 3.4* 1089** 93000*

Kanpur D/S 6.7 6.0 8.6* 4.1* 4911** 240000*

Allahabad U/S 6.4 8.4 11.4* 4.8* 1202 9000*

Allahabad D/S 6.6 7.7 15.5* 3.2* 1607 17000*

Varanasi U/S 5.6 7.5 10.1* 2.2 12417 NA

Varanasi D/S 5.9 7.3 10.6* 3.0* 148333 NA

Patna U/S 8.4 6.0 2.0 1.7 1589 30000*

Patna D/S 8.1 5.9 2.2 2.4 3019 90000*

Rajmahal 7.8 6.2 1.8 2.0 1480 NA

Palta NA 6.9 NA 2.2 99545 220000*

Uluberia NA 5.3 NA 3.6* 50333 500000*

* Quality not suitable for bathing; ** For 2003

Source: NRCD – MOEF

Water Quality Standard for

Bathing Drinking

BOD (mg/litre) < 3 <2

DO (mg/litre) >5 >6

Total Coliform (MPN/100 ml) <500 <50

Water quality data for one year may be misleading as the quality depends on the water in the

river which, in turn, depends on the rains and snow melt and varies from year to year. Thus,

the BOD levels measured at 16 stations along the river for the last five years (summer average

– March to June) is shown in Table 2. In the 16 stations where BOD levels were monitored

during the period 2004-08 eight stations showed increase and 8 showed decrease in BOD

levels. Up and down streams of Allahabad and Varanasi showed considerable reduction in

BOD levels compared to pre-GAP 1985.

Table 2: BOD (mg/l) Data for River Ganga (Summer Average i.e. March to June)

Stations 2004 2005 2006 2007 2008

Rishikesh 1.1 1.0 1.1 1.2 1.2

Haridwar D/S 1.5 1.4 1.3 1.3 1.4

Garhmukteshwar 1.9 2.0 2.1 2.0 1.9

Kannauj U/S 1.73 1.7 1.11 1.7 2.9

Kannauj D/S 3.18 4.5 4.2 4.1 3.1

Kanpur U/S 3.20 4.3 6.8 2.9 3.4

Kanpur D/S 5.73 5.4 6.8 5.2 4.1

Allahabad U/S 7.38 5.5 4.9 7.5 4.8

Allahabad D/S 3.58 3.1 3.2 4.1 3.2

Varanasi U/S 2.60 2.0 2.1 2.3 2.2

Varanasi D/S 2.65 2.3 2.25 3.7 3.0

Patna U/S 1.63 2.0 2.0 1.7 1.7

Patna D/S 1.65 2.2 2.3 1.8 2.4

Rajmahal 2.10 1.8 1.95 1.6 2.0

Palta 2.03 3.1 2.58 2.6 2.2

Uluberia 2.43 2.6 2.64 3.2 3.6

These data are plotted in Figures 1 and 2 along the river and across time. Figure 1 shows that

the BOD level keeps worsening as one goes downstream along the river from Rishikesh and is

worst at Allahabad. It is only when other rivers join the Ganga and dilution takes place that

BOD level improves. Figure 2 shows how BOD level has changed over the last five years at

different sites. The fluctuations indicate the impact of rains and inflows in the river.

Fig. 1

BOD Values for River Ganga (Summer Average – March to June)

0

1

2

3

4

5

6

7

8

Rishikesh

Hardwar D/S

Garhmukteshwar

Kannauj U/S

Kannauj D/S

Kanpur U/S

Kanpur D/S

Allahabad U/S

Allahabad D/S

Varanasi U/S

Varanasi D/S

Patna U/S

Patna D/S

Rajmahal

Palta

Uluberia

Stations

mg/l

2004 2005 2006 2007 2008

3

Fig. 2

BOD at Various Sites Over Time

0

1

2

3

4

5

6

7

8

2004 2005 2006 2007 2008

Year

BOD (mg/l)

Rishikesh

Hardwar D/S

Garhmukteshwar

Kannauj U/S

Kannauj D/S

Kanpur U/S

Kanpur D/S

Allahabad U/S

Allahabad D/S

Varanasi U/S

Varanasi D/S

Patna U/S

Patna D/S

Rajmahal

Palta

Uluberia

As can be seen from Table 3, the faecal coliform (FC) count at Varanasi downstream (Malvia

bridge) UP reported a high count of 148333 MPN/100 ml in 2002 and a count of 81714

MPN/100ml in 2007, though it shows a decreasing trend it is very high compared to laid

down standards of <500 MPN/100ml for bathing. Data on FC count for seven years from

2002 for 39 stations are given in Table 3. Among the 12 stations sampled in UP, all stations

showed increased count of FC in 2007/2008 over 2002. Of the 10 stations in Uttarakhand,

only at Rishikesh and Haridwar FC count has consistently been at acceptable level for

bathing. Other sites it has fluctuated and accepting at Devprayag exceeded bathing standard.

In Bihar minimum and maximum count of FC taken in 2008 ranges from 4000 MPN/100ml to

14545 MPN/100ml respectively. In West Bengal the FC count shows higher values in all the

stations with a minimum of 11250 MPN/100ml and a maximum of 283333 MPN/100ml in

2008 in 8 stations sampled. However, FC count exceeds acceptable standards at major

locations (Table 3). Without GAP, the situation would have been worse. An important factor

is the inadequate flow in the river due to water extraction for various purposes including

irrigation, drinking water supply and industrial use. A large portion of Ganga water is diverted

into the Upper and Lower Ganga canals resulting in meagre flows, especially, the Haridwar-

Allahabad stretch which is very sensitive.

4

5

Table 3: Fecal Coliform in River Ganga (Year 2002-2008)

LOCATION FECAL COLIFORM (MPN/100 ML)

2002 2003 2004 2005 2006 2007 2008

UTTARAKHAND

BHAGIRATHI AT GANGOTRI (BGR-GT) 40 40 120 84 NA NA NA

MANDAKINI B/C ALKALNADA AT

RUDRAPRAYAG (MDK) 35 1050 1933 2800 980 8757 NA

ALKANANDA A/C MANDAKINI AT

RUDRAPRAYAG (ALK-A/C) 79 620 3007 1600 90 3168 NA

ALKANANDA B/C MANDAKINI AT

RUDRA PRAYAG (ALK-B/C) 61 1040 4053 6100 410 7993 NA

BHAGIRATHI B/C WITH ALAKNANDA

AT DEVPRAYAG (BRG B/C) 149 4855 1287 4000 160 93 NA

ALKANANDA A/C WITH BHAGIRATHI

AT DEVPRAYAG (ALK–AC-BGR) 210 5500 1813 2050 140 453 NA

ALKANANDA B/C TO BHAGIRATHI AT

DEVPRAYAG (ALK-BC-BGR) 468 1012 2207 3000 45000 2403 NA

RISHIKESH U/S (RK-U/S) 115 108 11 NA 23 NA 1

HARIDWAR D/S (HDR-D/S) 400 260 18 19 19 23 3

GARHMUKTESHWAR (GMW) 851 1062 14718 6011 5256 1724 1608

UTTAR PRADESH

NARORA (BULANDSAHAR) (NRR) 373 757 NA 1852 217 872 NA

KANNAUJ U/S (RAJGHAT) (KNJ-RG) NA 919 994 4300 6243 2033 3490

KANNAUJ D/S (KNJ-D/S) NA 1478 1191 5471 7314 3389 3267

BITHOOR (KANPUR) (BTR-KN) NA 1022 950 3611 4000 2150 3889

KANPUR U/S (RANIGHAT) (KN-U/S) NA 1089 939 2813 3543 2633 3825

KANPUR D/S (JAJMAU PUMPING

STATION) (KN-D/S) NA 4911 3464 26167 22857 32889 17333

DALMAU (RAI BAREILLY) (DLU-RB) 4036 4589 4433 5117 3800 4833 4744

ALLAHABAD (RASOOLABAD) (ALBRLD)

1202 1291 974 1417 2363 2950 2600

ALLAHABAD D/S (SANGAM) (ALB-SG) 1607 1626 1269 2292 7900 5150 5330

VARANASI U/S (ASSIGHAT) (VRS-U/S) 12417 9340 9333 10200 8977 10000 NA

VARANASI D/S (MALVIYA BRIDGE)

(VRS-D/S) 148333 106300 103667 99333 89385 81714 NA

TRIGHAT (GHAZIPUR) (TGT-GZ) 22583 17200 19750 22500 19500 20143 NA

BIHAR

BUXAR (BX) 2425 1263 3025 13356 18529 2933 4000

KHURJI, PATNA U/S (KRJ-P) 1589 882 1378 9322 11413 7000 4992

PATNA D/S (GANGA BRIDGE) (PAT) 3019 1033 5056 13500 20171 10500 14545

MOKAMA (U/S) (MKA-U/S) NA NA NA 15250 2980 6000 5245

MOKAMA (D/S) (MKA-D/S) NA NA 1533 9000 15200 9000 13917

MUNGER (MGR) NA NA NA 13000 11233 5000 4225

BHAGALPUR (BGR) NA NA NA 17000 9800 5000 5800

KAHALGAON (KGN) NA NA 1167 16460 14500 9000 6100

GANGA AT RAJMAHAL (RJM) 1480 1172 1696 NA NA NA NA

WEST BENGAL

BAHARAMPORE (BRP) 30917 7667 7917 17004 23833 33667 29000

SERAMPORE (SRP) 471250 170000 243333 53003 38000 76750 63000

DAKSHINESHWAR (DSW 1) 230417 406667 260417 351667 123571 237917 283333

HOWRAH-SHIVPUR (HWH SP) 48750 91667 187500 96250 231667 140000 100000

GARDEN REACH (GRWB) 101250 271667 295000 86250 406667 382500 176250

ULUBERIA (UWB) 50333 84250 106167 62083 45571 37917 37000

PALTA (PTWB) 99545 35250 40917 52333 63333 75455 67500

DIAMOND HARBOUR (DHWB) 2200 5400 30333 7000 11667 23000 11250

A chart showing discharge in cumecs at various stations on Ganga during 2002-06 is given

below:

Fig. 3: Water Abstraction from River Ganga

It may be seen from the above chart that where water is withdrawn the inflow falls and where

rivers join, there is increase in inflow. Thus, for example, the chart shows that water is

withdrawn between Rishikesh and Garhmukteswar and between Shahjadpur and Chhatnag,

water is added in the river.

While GAP has had some impact on water quality, Ganga water still remain polluted. Is it due

to poor utilisation of allocated funds, inadequate maintenance of created assets, insufficient

funds or improper planning?

6

Fig. 4: Fecal Coliform Trend

Uttarakhand

0

5000

10000

15000

20000

25000

30000

35000

40000

45000

50000

Bhagirathi at

Gangotri

Mandakini B/C

Alaknanda at

Rudraprayag

Alaknanda A/C

Mandakini at

Rudraprayag

Alaknanda B/F

Mandakini at

Rudraprayag

Bhagirathi B/C

with Alaknanda

at Devprayag

Alaknanda A/C

with Bhagirathi at

Devprayag

Alaknanda B/C to

Bhagirathi at

Devprayag

Rishikesh U/S

Haridwar D/S

Garhmukteshwar

Stations

MPN/100ml

2002 2003 2004 2005

2006 2007 2008

0

5000

10000

15000

20000

25000

30000

35000

40000

45000

50000

2002 2003 2004 2005 2006 2007 2008

Year

MPN/100 m l

Bhagirathi at Gangotri

Mandakini B/C Alaknanda at

Rudraprayag

Alaknanda A/C Mandakini at

Rudraprayag

Alaknanda B/F Mandakini at

Rudraprayag

Bhagirathi B/C w ith Alaknand

Devprayag

a at

Alaknanda A/C w ith Bhagira

Devprayag

thi at

Alaknanda B/C to Bhagirathi at

Devprayag

Rishikesh U/S

Haridw ar D/S

Garhmukteshw ar

7

Uttar Pradesh

0

20000

40000

60000

80000

100000

120000

140000

160000

Stations

MPN/100 ml

2002 2003 2004 2005

2006 2007 2008

0

20000

40000

60000

80000

100000

120000

140000

160000

2002 2003 2004 2005 2006 2007 2008

Year

MPN/100 ml

Narora (Bulandsahar)

Kannauj U/S (Rajghat)

Kannauj D/S

Bithoor (Kanpur)

Kanpur U/S (Ranighat)

Kanpur D/S (Jajmau Pumping Station)

Dalmau (Rai Bareilly)

Allahabad (Rasoolabad)

Allahabad D/S (Sangam)

Varanasi U/S (Assighat)

Varanasi D/S (Malviya Bridge)

Trighat (Ghazipur)

8

Bihar

0

5000

10000

15000

20000

25000

Buxar

Khurji, Patna

U/S

Patna D/S

(Ganga

Bridge)

Mokama

(U/S)

Mokama

(D/S)

Munger

Bhagalpur

Kahalgaon

Ganga at

Rajmahal

Stations

MPN/100 ml

2002 2003 2004 2005

2006 2007 2008

0

5000

10000

15000

20000

25000

2002 2003 2004 2005 2006 2007 2008

Year

MPN/100 ml

Buxar

Khurji, Patna U/S

Patna D/S (Ganga Bridge)

Mokama (U/S)

Mokama (D/S)

Munger

Bhagalpur

Kahalgaon

Ganga at Rajmahal

9

West Bengal

0

50000

100000

150000

200000

250000

300000

350000

400000

450000

500000

Berhampore

Serampore

Dakshineshwar

Howrah-

Shivpur

Garden Reach

Uluberia

Palta

Diamond

Harbour

Stations

MPN/100 ml

2002 2003 2004

2005 2006 2007

2008

0

50000

100000

150000

200000

250000

300000

350000

400000

450000

500000

2002 2003 2004 2005 2006 2007 2008

Year

MPN/100 m l

Berhampore

Serampore

Dakshineshw ar

How rah-Shivpur

Garden Reach

Uluberia

Palta

Diamond Harbour

10

11

4. Status of Allocation and Utilization of Funds Under Ganga Action Plan by GAP

States:

Allocation and utilization of funds by GAP States are shown in Table 4. It also gives target

and actual created capacity of Sewage Treatment Plants (STPs). It is seen that Rs.247.5 crores

were sanctioned to create 1097.9 MLD of STP capacity out of which Rs.228.3 crores were

spent and STPs of 1016.6 MLD capacity were created. As can be seen from Table 4, the

states of Bihar, UP, WB and Uttarakhand had set a target of 135.50 MLD, 430.17 MLD,

493.94 MLD and 38.25 MLD and achieved 122.0 MLD, 385.06 MLD, 481.07 MLD and

28.50 MLD respectively. So far Rs. 247.52 cr. has been released for the 4 GAP states

excluding Jharkhand for construction of STPs of which Rs. 228.33 cr. has been utilized and

92.6% of the STP capacity target set has been achieved.

The Eleventh Plan outlay for NRCP is Rs.2100 crore for all the rivers of the country, during

the years 2007-08, 2008-09 and 2009-10, the actual expenditure/approved outlay has been

Rs.252.93 cr., Rs.254 cr. and Rs.276 cr. (BE). Thus, during the first 3 years of the Eleventh

Plan, the expenditure on NRCP has been only of the order of Rs.782.93 cr. leaving about

Rs.1317 cr. to be spent during the remaining 2 yrs. (2009-10 and 2010-11) of the current 5

Year Plan. Also MOEF has stated that NRCP allocations are made State-wise and not Townwise.

Table 5 indicates the financial allocations for 2007-08 and 2008-09 for the GAP states.

Based on the data collected from the states, during visits and the data made available by

MOEF, during 2007-08, a sum of Rs. 374.73 cr. was released by the Central government to

the five GAP states which includes Rs. 13.40 cr. of Jharkhand (sanctioned but not released)

by the Centre of which Rs. 324.24 cr. was utilized. A sum of Rs.149.57 cr. so far has been

released by the centre for the current financial year to 3 states i.e. UP, WB and Uttarakhand of

which Rs.41.47 cr. was utilized.

Apart from NRCP, Central funds are also available to states under the Jawaharlal Nehru

National Urban Renewal Mission (JNNURM). A number of STP projects in some of the cities

on the Ganga are under preparation. No funds have been released as of March 2009 under

JNNURM for these projects.

Table 4: Allocation and Utilization of Funds under Ganga Action Plan by GAP States for

STP Construction

State Phase STP created (MLD) Cost (Rs. lakh)

Target Actuals Actual Completion Cost

Bihar (GAP I ) 111 111 1467.18 1420.38

(GAP II) 24.5 11 434.44 184.70

Jharkhand (GAP I ) - - - -

(GAP II) - - - -

Uttar Pradesh (GAP I ) 349.5 349.5 9367.6 9701.35

(GAP II) 80.67 35.56 2536.28 2079.7

West Bengal (GAP I ) 376.6 372.6 7179.99 6913.79

(GAP II) 117.34 108.47 2435.25 1584.36

Uttarakhand (GAP I ) 24.33 24.33 857.6 921.88

(GAP II) 13.95 4.17 473.49 27.06

TOTAL 1097.89 1016.63 24751.83 22833.22

12

Table 5: Central Funds Allocation and Utilisation Under NRCP – GAP States

State 2007-08 2008-09

BE Central

Funds

Released

Total Funds

(GOI+State)

Utilised

BE Central

Funds

Released

Total Funds

(GOI+State)

Utilised

Bihar 50.00 - - - - -

Jharkhand - - 13.40 - - -

U.P. 19.00 20.97 21.47 15.00 21.57 16.51

West

Bengal

16.00 16.34 20.00 28.00 28.00 18.24

Uttarakhand - 337.42 270.37 - 100.00 10.72

Total 85.00 374.73 324.24 43.00 149.57 41.47

While there has been some slack in recent years in utilization of funds, the allocations made

during GAP I and GAP II have been largely utilized.

5. Sewage Treatment Capacity Created and Its Adequacy:

The improvement noticed in water quality is because of the creation of sewage treatment

capacity (in the Ganga Basin) of about 3,750 million litres per day (MLD) including the

1017 MLD capacity created under GAP I and II, and projects executed for the interception

and diversion of sewage and promotion of low cost sanitation. A substantial increase in

sewage generation in 6 stations monitored (Table 6) from 1985 to 2008 is discernible. The

sewage generation data in selected towns of GAP show a total sewage generation of 761.33

MLD in 1985 and 1288 MLD in 2008.

The STP capacity in these six cities is grossly inadequate to treat the sewage generated. The

664 MLD of STP capacity is only 52 percent of the needed capacity in 2008. If all the projects

considered under JNNURM become operational by 2010 which is very unlikely the STP

capacity created would be adequate to meet the needs in 2010 of Patna and Kanpur.

Rishikesh-Haridwar, Allahabad, Varanasi and Howrah will still put lot of untreated sewage in

Ganga.

Table 6: Sewage Generation for Various Years, Treatment Capacity Created/Proposed to

be Created in Six Selected Towns of GAP

(MLD)

Town Sewage Generation Treatment Capacity

Created so far Under

GAP I & II

Treatment

Capacity

Being Created

Under GAP II

Treatment Capacity

1985 2008 2010* 2020* under JNNURM

Rishikesh-

Haridwar 24.33 65 75 94 28.5 43 -

Kanpur 205 400 411 555 171 - 268 (Sanctioned)

Allahabad 110 210 213 242 89 -

60

(Projects under

consideration of

MoUD)

Varanasi 147 292 317 350 101.8 37 120 (sanctioned)

Patna 100 210 236 316 109 -

246

(Project under

preparation

Howrah 75 111 121 142 85 - -

Total 761.33 1288 1373 1699 584.3 80 694

* Projected

13

From the field visits the following was noticed:

• The generation of domestic sewage in Allahabad is about 215 MLD whereas the STP

capacity is only 89 MLD (40% of sewage generation).

• So far Rs. 247.52 cr. has been released to Bihar, UP, WB and Uttarakhand of which

Rs. 228.33 cr. has been utilized and 92.6% of the STP capacity target set has been

achieved.

• In Uttarakhand STP capacity of 28.50 MLD has been created so far at a cost of

Rs.30.68 cr. under GAP. At Haridwar in the state, the original STP at Jagjeetpur was

designed for 18 MLD. However due to rapid urbanisation of Haridwar, the present

discharge is 32 MLD sewage. NRCD has therefore sanctioned, in September, 2006 a

proposal to increase the treatment capacity of the STP to 45 MLD to overcome the

existing shortfall of STP capacity. All effluents from this plant are discharged into the

river downstream of the Haridwar city.

• In Bihar, STP capacity of 122 MLD has been created so far at a cost of Rs.50.83 cr.

under GAP. The STP at Munger with 13.5 MLD capacity with aerated lagoon system

was awarded at a cost of Rs. 1.29 cr. with dates of start and completion as August,

1994 and May, 1995 respectively. However, there was delay in submission of design

and drawings by the contractor and in land acquisition. The work started in June, 1995

and contractor allowed a time extension up to December, 1995. After completing

about 38% of the work, the contractor abandoned the work due to some dispute. The

contractor filed a writ petition in 2004 against the State Government (Bihar Rajya Jal

Parishad) and the court appointed an Arbitrator in April, 2006. The Arbitrator’s

decision favoured the contractor and the State was asked to pay Rs. 2.05 cr. with 12%

interest (less Rs. 11 lakh for loss of business) to the contractor. The State Government

has filed an Appeal against the Arbitration in Patna Civil Court in 2008, where it is

reported to be pending. The Urban Development Department of the State was advised,

to re-examine the case and decide whether the expenditure will be much more if the

High Court also decides in favour of the contractor. It was also suggested that the STP

should have dual fuel power plant which can utilise diesel as well as biogas.

• An STP capacity of 109 MLD was set up in 1997 in Patna against a sewage generation

200 MLD currently. Further, 109 MLD capacity is able to treat only 70 MLD. The

major problem seems to be with the plant and machinery which are very old and need

renovation. Another problem seems to be that municipalities do not have funds to

maintain STPs. Only about 20% of Patna’s households are given sewage connections.

The remaining 80% population seems to be generating domestic sewage which is let

into Ganga River through various drains. This has to be curtailed.

• Acquisition of land for STPs is a major problem with some land acquisitions taking as

long as five years.

• Some of the STPs visited under the GAP were not properly maintained as the Urban

Local Bodies (ULBs) did not collect appropriate user charges. Also interruption in

power supply affected working of STPs. To deal with power cuts, some STPs had

installed dual fuel diesel generators which run mainly on the biogas generated by the

STP.

• By and large STP capacities created are inadequate to treat sewage generated.

Inadequate Operation and Maintenance (O&M) of the Sewage Treatment Plants (STP) by the

States is a cause of concern. Under utilization of STPs and in some cases, non conveyance of

the sewage to the STPs, delay in acquisition of land, contractual issues court cases, erratic

14

power supply and in adequate capacities of local bodies are some of the major bottle necks.

Many States are not able to provide their share of funds for schemes in time and for O&M.

There is also lack of coordination among various Centre, State agencies and local bodies.

The Ganga River is also subjected to substantial load of industrial pollution which amounts to

about 20% of its total load. This pollution is toxic and non biodegradable in nature. Untreated

effluents in the industrial pockets along the rivers are due to tanneries, distilleries, paper mills

and sugar mills and these are causing sharp depletion of DO levels in the river affecting its

eco system. Along with STPs to treat municipal waste water, treatment of industrial effluent

to prescribed quality must be enforced.

According to the CPCB, at the end of 2008-09, a total of 374 grossly polluting industries

with BOD load of 100 kg/day or more have been identified which discharge their effluents

into the Ganga Basin. Based on the actions of CPCB and SPCBs, 71 of these industries have

been closed, 263 industries have provided requisite treatment/disposal facilities and are

operating satisfactorily, while the remaining 40 industries have installed treatment plants, but

are not operating them satisfactorily. Action has been initiated by the SPCBs against these

defaulting industries.

6. STP Capacity Needed:

The STP capacity created is inadequate to treat the sewage generated. Table 7 gives the total

generation of domestic sewage and capacity of Sewage Treatment Plants (STP) all over the

country and in the Ganga Basin.

Table 7: Generation of Domestic Sewage and Existing STP Capacity

MLD

Region Generation of Domestic Sewage Existing STP Capacity

All India 36,000 (Class I & II towns) 7,000

Ganga Basin (26% of Indian land mass) 12,000 3,750

Class I & II towns along River Ganga

(Main Stem)

2,900 1,017

Source: CPCB

As indicated in Annexure III, the population of cities/towns/villages on the banks of Ganga

in the 5 GAP states (13 cities in Bihar, 1 in Jharkhand, 12 in UP, 34 in WB and 10 in

Uttarakhand) is 165.852 lakhs and 192.791 lakhs in 1995 and 2001 respectively. The

domestic sewage generation and existing STP capacity including STP capacity under

augmentation is 1915.11 MLD, 1020 MLD and 476.11 MLD respectively. Considering the

population projection for 2010 and 2020 for the 5 GAP states (70 cities in total), the projected

sewage generation is of the order of 2073.56 MLD and 2518.821 MLD respectively.

As indicated in Table 6 the sewage generation in 6 selected towns of GAP is 1,288 MLD in

2008 and is estimated to increase to 1,700 MLD in 2020. Based on the above, the sewage

generation in the whole of Ganga basin is estimated at 15,000 MLD in 2020 from 12, 000

MLD currently the present capacity of STPs is 3, 750 MLD. An additional 8, 250 MLD needs

to be established even to meet present backlog, whereas additional capacity of 11,250 MLD

needs to be created by 2020 (Tables 7 and 9).

There are three processes for sewage treatment, each of which is appropriate in specific

circumstances. The cost of STP for meeting the current deficit of 8, 250 MLD by Waste

15

Stabilization ponds is Rs.2,060 cr., Up-Flow Anaerobic Sludge Blanket (UASB) + Post

treatment technology is Rs.4,540 cr. and by activated sludge process is Rs.7,180 crores. The

above costs do not include the land cost as well as the cost of interception & diversion works.

Depending on the availability of land, Rs.2,060 cr. to Rs.7,180 cr. is required for treating the

sewage alone with the technology being finalized. However, to keep up with the growing

urban population, STP capacity must be planned for projected population of 2020. In which

case the cost as shown in Table 9 will vary from Rs.2812 crores to Rs.9788 crores.

Table 8: Technology Cost Estimates for Setting Up STPs in 6 Stations Under GAP

Technology Cost of

Tech. in

Rs. lakhs,

per MLD

(at 2008

prices)

MLD

Sewage

generated,

2008

Land

required

(ha./MLD)

Total Cost

in Rs. lakhs

for

Treatment

MLD

Sewage

Gen. Expt.

in 2020

Total Cost

in Rs. lakhs

for

Treatment

(at 2008

prices)

Waste stabilisation

ponds

25 1288 1.00 32200 1700 42500

UASB+Post Treatment 55 1288 0.25 70840 1700 93500

Activated Sludge

Process, C-Tech, FAB

87 1288 0.30 112056 1700 147900

Table 9: Cost Estimate for STPs in Ganga Basin

Technology

Cost of the

tech. in Rs.

Lakh per MLD

(At 2008 Prices

Additional STP Needed = MLD

Sewage Generation-Present STP

Capacity

Total Cost of

Construction of

STPs of Sewage

Generation in

2020 (Rs. Lakh)

(at 2008 prices)

Waste

Stabilisation 25

12000-3750

= 8250

15000-3750

= 11250

281250

UASB + Post

Treatment 55 618750

Activated

Sludge 87 978750

For all the class I and II towns, the sewage generation in 2020 can be projected on the same

basis to be around 45000 MLD. Given that the present STP capacity is only 7000 MLD, the

resources required would vary between Rs.11,250 crore to Rs.33,000 crore. The cost of

Interception & Diversion works (mainly trunk sewers and pumping stations, but excluding

house connections, branch and lateral sewers) and cost of land acquisition is around Rs. 3-4

crore/MLD and this would increase the total cost to the extent of Rs.45,000 crore to

Rs.1,32,000 crore.

7. Recent Initiatives Taken to Clean Up Ganga:

The Prime Minister, in a Meeting on 04.11.08 with Ministers of Urban Development (UD),

Water Resources, Deputy Chairman of Planning Commission and MOS (Environment)

decided, inter alia, that Ganga will be declared as a National River and a Ganga River Basin

Authority (GRBA) be set up as an empowered, planning, implementation and monitoring

authority for the River. A final proposal to this effect is to be prepared within 2 months after

wide-ranging consultations. The aim is to improve the Ganga water quality to acceptable

16

standards. The GRBA will be chaired by the PM with CMs of riverine States and concerned

Union Ministers as Members. The Authority will be responsible for water quality, equitable

and sustainable access of water to all users and flood management in the River Basin. It shall

be notified under section 3(3) of the Environment (Protection) Act, 1986 with regulatory and

enforcement powers. It will concentrate initially on Ganga Main Stem. It will involve all

stakeholders. Adequate funds will be made available through JNNURM and other schemes in

GOI. The notification is under finalization.

The MOEF has proposed the following basic elements of revamped strategy for cleaning the

Ganga:

i) Focus on catchment area treatment, protection of flood plains and institutional

restructuring;

ii) Development of sewage treatment infrastructure;

iii) Assessments of the requirements of the whole River Basin;

iv) Maintenance of minimum ecological flow in the River;

v) Delegation of powers to the GRBA to control water abstraction to allow

minimum flow; and

vi) To ensure that quality of water downstream is not worse than that of upstream

water for any industry or a city that discharge effluents in the river.

States are expected to generate resources through taxes, user charges, municipal bonds and

use these funds for pollution abatement. State Plans must provide adequate outlays for O&M

expenditure. Compliance and enforcement of industrial pollution by the States has to be

strengthened. All the Urban Local Bodies (ULBs) have capacity constraints, GRBA will be

empowered to set up Special Purpose Vehicles (SPV) through Public-Private Participation

(PPP) mode to serve as delivery mechanism to allow infusion of private capital and expertise.

A beginning could be made at Varanasi.

The State Governments will continue to play a significant role in river cleaning. They will

undertake municipal reforms for increasing their resources through taxes, municipal bonds

etc. which will be utilised for the pollution abatement works. States should provide for

adequate outlays for meeting the O&M expenditure. Compliance and enforcement of

industrial pollution by the States has to be made stronger.

The ULBs have many constraints. What is needed now is an innovative solution like SPV in

the domestic sewage sector through PPP mode which would be flexible and deliver

efficiently. It would also bring in private capital and expertise. As a beginning, a SPV could

start functioning at Varanasi. ULBs, at the same time, take the help of State agencies under

the JNNURM and other schemes of MOUD to continue building STPs.

8. Summary and Recommendations:

(i) The funds released under GAP I and GAP II have been by and large utilized and 92%

of the targeted capacities of sewage treatment plant have been created (Annexure II).

(ii) While the Eleventh Plan outlay for NRCP is Rs.2100 cr. for the entire country, the

actual expenditure/BE has been Rs. 252.93 cr. in 2007-08, Rs. 254 cr. in 2008-09 and

Rs. 276 cr. (BE) for 2009-10. In other words, percentage utilization during the first 3

17

years is about 37% against a targeted pro-rata utilization of 60%. Thus, there is likely

to be a shortfall in plan expenditure during the remaining 2 years of the Eleventh Plan.

(iii) Domestic sewage generation and existing STP capacity in the Ganga Basin is about

12,000 MLD and 3,750 MLD (about 31% of sewage generation) respectively. In Class

I and II towns along main stem of Ganga river, the corresponding figures are 2900

MLD and 1017 MLD (about 35% of sewage generation) respectively. According to

the Eleventh Plan Document, the average capacity utilization of existing STP capacity

is only about 72% against 100% desired. This is mostly due to factors like irregular

power supply, absence of connections between domestic sewage drains and STPs,

failure of States to provide for maintenance costs of STPs, and so on.

(iv) There has been a wide gap between domestic sewage generation and STP capacity

installed, to the extent of 65% resulting in untreated sewage flowing into rivers and

other water bodies. This has been due to failure to anticipate capacities in tune with

growth in population, various delays in planning capacities, land availability problems

especially in urban areas, litigation causing inordinate delays in land acquisition, etc.

(v) Even if all the targeted capacities materialize and operate, the problem will still persist

as the domestic sewage being generated is many times the STP capacity installed. The

targeted capacities are inadequate and planning for these capacities

did not fully account for urban growth. The planning of capacities has thus been

faulty and resource allocation for creation of assets inadequate.

(vi) The goal of cleaning Ganga has not been fully achieved. The quality of the river water

at some locations has marginally improved. In many other locations, the quality in

terms of BOD/COD has in fact worsened. Quality in terms of FC count has been poor

virtually all along the river downstream of Haridwar. Without the STPs, the situation

would have been much worse.

(vii) The coliform count in the river has increased particularly at pilgrimage places due to

bathing of pilgrims who also pollute the river.

(viii) If the Ganga has to be cleaned up fully, it would require adequate resources, proper

planning, anticipation of capacities with levying of user charges and proper

maintenance of assets created.

(ix) Resources required are large, but not daunting. A rough estimate indicate that

NRCP projects all over India are estimated to cost about Rs.11,250 cr. to Rs.33,000 cr.

to create additional STP capacity of about 38000 MLD by 2020. For the Ganga basin

alone the resources required to create 8250 MLD of additional capacity to meet

present shortfall above can be between Rs.2,060 crores to Rs.7,180 crores. To meet

the projected requirement for 2020, the resources required would vary from Rs.2,812

crores to Rs.9,788 crores. This could be provided for under the Jawaharlal Nehru

Urban Renewal Mission (JNNURM). These estimates exclude the cost of land and

cost of interception and diversion (I&D) works. The I&D works should be looked

upon as a short term solution. In the long run, the possibility of providing every

household with sewage connection should be explored. These costs should be added to

the cost of STP technology mentioned above.

18

(x) Keeping in view both quantity and quality of the river, institutional arrangements for

holistic programme at National and State level unlocking the potential of human

technical and financial resources for river conservation, etc. should be considered.

(xi) The idea of measuring not only BOD but also FC count and aquatic life as

measurement of pollution abatement should be explored and the CPCB and SPCBs

should work in developing their capacities for such measurement of parameters.

(xii) GAP should not be just for cleaning Ganga waters, but for improving all habitations

on its banks. The ultimate goal should be to provide sewerage facilities for all and zero

discharge of untreated sewage into the river.

--------

Annexure II

Projections of Sewage Generation and Cost

(Summary)

State STP Created (MLD) Cost (Rs. Lakh)

Target Actual Actual Completion Cost

Bihar 135.50 122.00 5178.87 5083.65

Jharkhand - - 20.67 24.57

U.P. 389.24 352.24 170.62 143.41

West Bengal 504.54 504.54 36715.69 18357.85

Uttarakhand 71.50 28.50 6943.72 3068.25

Total 1100.78 1007.28 49029.57 26677.73

Annexure III

Projections of Population, Sewage Generation and STP Capacity Required

State

Population (in

lakh)

Domestic

Sewage

(MLD)

Existing

STP Cap.

(MLD)

STP Cap.

Under

augmenta

tion

(MLD)

Population

Projections (in

lakh)

Projected Sewage

Generation (MLD)

1995 2001 2010 2020 2010 2020

Bihar 22.48 28.03 394.12 124.00 - 37.16 48.01 425.00 553.50

Jharkhand 0.49 0.80 2.50 - - 1.00 1.21 3.00 3.70

U. P 42.640 56.249 1026.40 385.06 433.11 76.031 100.638 1078.795 1310.361

West Bengal 98.01 105.22 461.15 482.44 - 117.27 128.72 491.73 557.36

Uttarakhand 2.232 2.492 30.94 28.50 43.00 6.039 7.562 75.03 93.90

Total 165.852 192.791 1915.11 1020.00 476.11 237.50 286.14 2073.56 2518.82

Annexure IV

Planning Commission

(E&F Division)

Subject: Report on Official Tour Undertaken by Dr. Kirit S. Parikh, Member (WR) to

review Ganga Action Plan Projects at Haridwar, Uttarakhand during 18-20,

August, 2008.

Pollution of Ganga at Haridwar/Rishikesh is due to municipal waste, flooding the River

through drains and nullahs, deforestation causing disiltation and erosion of soil due to floods,

religious causes like immersion of ashes, idols and other offerings to the River and lack of

awareness leading to open defecation, disposal of dead animals and half-burned bodies in the

River, use of soap while bathing and washing of clothes and vehicles.

The objective of Interception and Diversion (I & D) is to intercept sewage and divert it to

the Sewage Treatment Plant (STP) and to ensure proper carriage of untreated sewage to the STP

and treated sewage from the STP. The objective of STP is to improve quality of water in Ganga by

reducing BOD and fecal coliform and by increasing dissolved Oxygen. The following are the

norms adopted for the Ganga Action Plan.

NORMS FOR RIVER WATER QUALITY

S. No. Parameter Prescribed Limit

1. BOD < 3 mg/lit

2. DO > 5 mg/lit

3. Fecal Coliform* <500 MPN/100 ml (desirable)

<2500 MPN/100 ml (maximum)

NORMS FOR EFFLUENT DISPOSAL

S. No. Parameter Prescribed Limit

1. BOD < 30 mg/lit

2. Suspended Solids > 50 mg/lit

3. Fecal Coliform* <1000 MPN/100 ml (desirable)

<10000 MPN/100 ml (maximum)

* Imperative under Honb’le Supreme Court’s directions.

18 MLD STP at Jagjeetpur at Hardwar

The plant consists of Grit Removal Tank, 3 primary treatment tanks for settling sledge, 3

aeration tanks with agitation for decreasing BOD and increasing DO, 3 secondary settling tanks,

sludge removal for bio-gas generation and open lagooning of sludge for making compost. The

inlet BOD of 170-200 mg/lit is reduced after treatment to 8-10 mg/lit which is fit for discharging

into the River. Sludge is tapped at primary treatment tanks and sent to thickener and recycled to

secondary settling tank. The process is Activated Sludge Process (ASP). At present the plant is

treating about 22 MLD of sewage which is more than its rated of capacity of 18 MLD. The plant is

working very well. The capacity is proposed to be expanded to 27 MLD by December, 2009. The

estimated cost is about Rs. 16 crore (70:30 funding pattern).

There is an old 6 MLD oxidation pond based STP at Lakkarghat commissioned in 1991

under GAP-I. The plant consists of 5 oxidation ponds of 1.2 acres each where sewage of 170-200

BOD is reduced in stages through 5 oxidation to less than 30 BOD. The plant is working very

efficiently with no power requirements as the operations are entirely through gravity. This is a

very efficient system but the drawback is that requirement of land is very high.

New STP of 9 MLD at Bhopatwala at Haridwar

Total estimated cost is Rs. 6.13 (70:30 funding pattern)

***********

Planning Commission

(E&F Division)

Sub: Report on official tour Undertaken by Dr. Kirit S. Parikh, Member (WR) to review working

of Ganga Action Plan projects at Patna during the period 23rd to 25th August, 2008.

Under the Ganga Action Plan (GAP), Phase I, 45 schemes were sanctioned out of which 44

were completed. One project at Munger was construction of 13.5 mld Sewage Treatment Plant

(STP) which was held up due to pending of writ petition before Patna High Court. Munger project

is about 70% complete but there is a dispute between the Government and the civil contractor, due

to which the case went into arbitration and the arbitrator ruled in favour of the contractor. The

State Govt. has appealed against the arbitrator’s decision in Patna Civil Court. The total sanctioned

cost for 45 schemes is Rs. 54.02 crore out of which Government of India released Rs. 53.55 crore

and total expenditure as on 31st March 2008 is Rs. 53.55 crore. The locations are at Patna,

consisting of Interception and Diversion (I&D), STP, Low Cost Sanitation (LCS), River Front

Development (RFD) and Solid Waste Management. Other locations with similar projects are at

Chapra, Munger, Bhagalpur, Barauni and Mokamah. All these projects have either of Core and

non-Core projects or some of them. All of them except STP at Mungher were completed.

45 mld STP at Saidpur, Patna

The plant was originally commissioned in 1999 with 45 mld capacity using activated sledge

process. The plant consists of grit removal, primary settling tank, aeration, secondary settling tank,

digester, and sludge pond. The plant is able take a load of 30-32 mld of sewage of 160-170 mg per

litre (BOD) reducing into about 20 BoD after treatment which is fit for either irrigation or for

reducing it to Ganga.

The plant has no facilities for use of Biogas generated from the sludge and the biogas is

wasted by flaring. The plant is entirely dependent on grid power supply and the power cut is of 1-2

hours everyday during which the plant has to be shut down.

The plant operations and maintenance agency (Bihar Rajya Jal Parishad) were advised to

install facilities of dual, fuel generator for utilising the biogas generated. A major problem is

shortage of funds. Against requirement of about Rs. 8,40 crore per year towards Operation &

Maintenance (O&M), the Parishad has got only Rs. 55 lakh last year. In addition, most of the plant

and the machinery are rusted and deteriorated which need to be replaced immediately for which

proposal costing Rs. 35 Crore has been submitted by the BRJP to the Government of Bihar.

35 MLD STP at Beur, Patna.

The plant was initially of capacity of 15 mld and later increased to 35 mld. The plant is

similar to the Saipur plant with the same ASP being used. BOD is getting reduced from 160-

180mg/lt to less than 18-20 mg/lt. This plant is also not able to take full load due to dilapidated

condition of plant and machinery. Here also, there is need for a duel fuel power plant. Biogas

generated is not being utilised, but is being burned wastefully.

Planning Commission

(E & F Division)

Subject: Report on official tour Undertaken by Dr. Kirit S. Parikh, Member (WR) to

review Ganga Action Plan (GAP) projects at Varanasi/Allahabad during

23.10.08 to 25.10.08.

Varanasi

A meeting was chaired by Member (KP) on 23-10-08 with Shri B. Sikka, Director

(NRCD-MOEF), Principal Secretary (UD), Secretary (UD), GM-NRCD, Varanasi,

Project Manager-Varanasi, GM-GAP (Allahabad), GM-GAP (Varanasi), Chief

Engineer- UP Jal Nigam and the undersigned.

2. A detailed presentation was made by UP Govt. officials. Domestic sewage being

generated in the city is 290 MLD of which only 102 MLD is being treated in the STPs.

Balance 188 MLD is being drained untreated into Ganga.

3. Shri B. Sikka, Director, MOEF advised the State Govt. to provide operation and

maintenance (O&M) cost in time to STPs which has not been ensured in the past. The

STPs are maintained only when they breakdown. However, the State Govt. officials

assured that releases of O & M cost have improved during the last six months and all

the earlier backlog has been released.

4. To a query from Member (KP), it was stated that Dinapur and Bhagwanpur STPs at

Varanasi have capacities of 80 MLD and 9.8 MLD respectively. Diesel Loco Works

(DLW) of Indian Railways are also operating another STP (12 MLD). The Dinapur

and Bhagwanpur STPs are based on Activated Sludge Process. It was also indicated

that both the STPs have dual –fuel engines which are operated during power cuts.

These dual fuel engines run on a mixture of bio-gas generated in the STPs and diesel

in the ratio of 70:30 and supplement the power supply to the STPs during power cuts.

It was also indicated that the STPs do not have dedicated power lines which is

affecting their performance.

5. To another query from Member (KP), the following information was furnished by the

State Govt. officials for Varanasi :

Present Population Present Sewage

Generation (MLD)

Existing STP

Capacity (MLD)

New STP Capacity

to be added (MLD)

16 lakh 290 102 200+37

6. By the years 2015 and 2030, the generation of domestic sewage is likely to go up to

331 MLD and 389 MLD respectively.

7. The STP capacities of 200 MLD and 37 MLD are yet to be sanctioned. The DPR of

37 MLD capacity STP is being prepared again by Sankat Mochan Foundation on

behalf of UP Govt. based on the new Advanced Integrated Waste Stabilisation Pond

System (AIWPS) technology.

Allahabad

8. It was stated that projects under G.A.P were commissioned in the city in 1986. At the

time, the city was generating about 110 MLD of domestic sewage which used to drain

into 13 drains. Population of the city at present is 12 lakh. The number of drains

increased from 13 in 1986 to about 57 now. Correspondingly, sewage generation had

also increased many fold. At present, the city is generating about 210 MLD of

domestic sewage.

9. At present, two plants are functioning at Allahabad at Naini (60 MLD) (based on ASP)

and at Salori (29 MLD) (based on fluidized aerobic bed process). Compared to the

ASP process, FAB process requires only about 10-20 per cent of land compared to that

required by the ASP process.

10. Based on the Feasibility Report prepared with the assistance of JICA, the State Govt.

has prepared a project for tackling the balance pollutionload at Allahabad at a cost of

Rs. 450 cr. However, keeping in mind the revamping of river conservation strategy

which is before GOM for decision, MOEF can not sanction the project at present and

the possibility of taking up these projects under JNNURM has to be explored.

It was indicated by the State Govt. that for STP have been planned in the city on cost of

Rs. 45 Crore consisting of new plant of 65 MLD, 50 MLD, 15 MLD and ornamention of 60

MLD capacity to 80 MLD. These, a total of 210 MLD of STP capacities are likely to be

created in the city 5 years after sanction. Like in Varanasi the acquisition of land of STP is a

major constraint in Allahabad.