Inspection report of STPs in Agra with reference to Hon'ble NGT Court Order dated 09.12.2015 in ...

57 Pages·2016·3.78 MB·English

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Inspection report
of STPs in Agra with reference to Hon'ble NGT Court Order dated 09.12.2015
in the matter of 0.A. No. 145 of 2015, D.K. Joshi Vs Union of India & Others
The Hon'ble National Green Tribunal passed the order in Original Application No. 145 of
2015, D.K. Joshi Vs Union of India & Others on dated 09.12.2015 that " ... We direct the Joint
inspection team of CPCB and representative of MoEF&CC and UPPCB to inspect the STPs and
submit a complete and comprehensive report on the operation and maintenance of the plant. They
shall collect effluent of the input as well as the output, analysis the same and submit the report
both in comparison to earlier standards as well as current standards. We make it clear that it will
be stated whether STPs have capacity to treat the Coliform Fecal or otherwise.
Report be categorically deal with the situation whether sewer connection when provided,
whether the plants would be in a position to handle the quantum of sewage and waste ... "
In compliance of above said Hon'ble NGT order; joint inspection team comprises of CPCB,
MoEF&CC & UPPCB has been formed with following Officers:
1. Dr. A.K. Gupta, Scientist-D, MoEF&CC, Regional Office Lucknow
2. Shri Kamal Kumar, Scientist-C, CPCB, Project Oftiee, Agra
3. Sbri Niranjan Sharma, Regional Officer (fie), UPPCB. Agra
The alwve joint committee visited the Buri Ka Nagla, Mau Road and Jaganpur, dayalbagh,
agra STPs sites and collected the samples on dated 14.01.2016. During inspection following
observations has been made: -
L 2.2~MLD STP, Buri Ka Nagla, Mau Road, Agra:
TP working on oxidation pond/waste stablisation pond technology and found operational
during site visit. The STP is consist of units as sump, screen, grit chamber and three nos. of
setlling tank in two series (06 nos.) of setlling tanks (photo-A). There are following di crepancies
has been not.iced:
• lt has been found that there is no measuring device (flow meter, V-shaped Notch etc.), at
inlet and outlet to measure the quantity of effluent passes, was installed. The inlet screen
was found partially functional.
• The ~rcated effluent from oxidation/ waste stablisation pond is being discharge directly to
river Y<1muna (photo-8).
Inspection report ofSTP's in ABra (0.A. No. 145 of2015)
Page I of3
• It has been found that few quantity of overflow untreated sewage is being also discharge
directly to river Yamuna (photo-C).
• It has been found that installed enclosed type DG set (62.5KVA) is not 111 working
condition.
• It has been found that there is no fecal coliform treatment facility avaialble at Buri ka
Nagla STP.
• UPPCB, Lucknow has also rejected their application for consent to operate (CTO) under
the Water (pollution prevention & control) Act 1974, on dated 15.01.2016. (copy
enclosed as annexure-[)
• During the inspection samples of inlet and outlet discharged were also collected as per
the norms of CPCB and sealed in presence of Project Manager, Yamuna Pollution
Control Unit, UP Jal Nigam, Agra (photo-D). The collected samples were analysed in
laboratory of CPCB, Zonal Office, Lucknow.
• The analysis reports of outlet of Budhi ka Nagla STP effluent is enclosed as table-I. (as
annexure-II). Analysis results were also comapred with the General Standard for
discharge of Environmental Pollution Part-A (Exiting standrad, copy enclosed as
annexure-III) and new Standard (draft Notification dated: 24.11.2015, time frame for
implementation, copy enclosed as annexure-[V) for STPs. Analysis reports depcited that
values of parameters including pH, TS , NH -N, N-total and P0 -P are well within the
4 4
exiting standard limit, however, values of BOD and COD are above the prescribed limit.
• However, in comparision with new stanadrd, only values of pH is within the limit,
whereas, parameeters including TSS, NH -N, N-total, P0 -P, BOD, COD and Fecal
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coliform are above the new standard limit.
2. 14.0MLD Jaganpur STP, Dayalbagh, Agra:
The above STP working on UASB (Upflow Anaerobic Sludge Blanket) technology
and found operational. The STP having primary treatment (inlet chamber, mannual screen,
grit chamber), two UASB reactor (07MLD each), distribution box (04 nos.), sludge sump,
filtrete sump, sludge drying bets (14 nos.), gas holder etc. (photo-E). There are following
discrepancies has been noticed:
• It has been found that there is no measuring device (flow meter, V-shaped Notch etc.), at
inlet and outlet to measure the quantity of effluent pasess, was installed.
• It has been found that treated effluent is also going direclty to river Yamuna (photo-F).
• ft has been found that installed enclosed type DG set (62.5KVA) is in working condition.
lnspecuon report of STP's in Agra (0.A. No. 145of2015)
Page2of3
• To minimize the fecal coliform population in the waste water, chlorine dosing has been
in practiced. It was noticed that the chlorine dosing system was not working at the time
of inspection (photo-G).
• UPPCB, Lucknow also rejected their consent to operate (CTO) under the Water
(pollution prevention & control) Act 1974, on dated 18.12.2015. (copy enclosed as
annexure-V)
• During the inspection samples of inlet and outlet discharged was also collected as per the
norms of CPCB and sealed in presence of Project Manager, Yamuna Pollution Control
Unit, UP Jal Nigarn, Agra (photo-H). The collected samples were analysed in laboratory
of CPCB, Zonal Office, Lucknow.
• The analysis reports of outlet of Jaganpur STP effluent is enclosed as table-2. (as
annexure-II). Analysis results were also comapred with the General Standard for
discharge of Environmental Pollution Part-A (Exiting standrad, copy enclosed as
annexure-lII) and new Standard (draft otification dated: 24.11.2015, time frame for
implementation, copy enclosed as annexure-JV) for STPs. Analysis reports depcited that
values of parameters including pH, TSS, H -N, N-total and P0 -P are well within the
4 4
exiting standard limit, however, values of BOD and COD are above the prescribed limit.
• However, in. comparision with new stanadrd, only values of pH is within the limit,
whereas, parameeters including TSS, NH -N, N-total, P0 -P, BOD, COD and Fecal
4 4
coliform (MPN/lOOml) are above the new standard limit.
3. Hon 'ble NGT also directed to joint team to submit "report on situation wheather sewage
connection when provided, whether the plants would be in a position to handle the quantum of
sewage and waste". In this connection In-charge, UPPCB, RO, Agra requested to Municipal
Commissioner, Agra Nagar Nigam, Agra and Project Manager, Yamuna Pollution Control
Unit, UP Jal Nigam, Agra to provide related information to the joint inspection committee.
(Copy of letter enclosed as annexure-Vl)
;~
11 °""' °""'~
(D K. Gupta) (Nira~ma) (Kamal Kumar)
Scien D, MoEF&CC Regional Officer (lie) Scientist-C
Regional Office, U.P. Pollution Control Board, Central Pollution Control Board,
Lucla1ow Agra Project Office, Agra
Inspection report ofSTP's in Agra (0.A. No. 145 of2015)
Page3 of3
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PHOTO-A
PHOTO-B
Page 1 of 4
PHOTO-C
PHOT0-0
Page 2 of4
PHOTO-E
PHOTO-F
Page 3 of 4
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PHOTO-G
PHOTO-H
Page 4 of 4
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Annexure-lI
Table-1; Results of analysis report of inlet & Outlet Effluent of Budhi ka Nagla STP, Agra
s
0. Parameters Inlet Outlet General Standard New Standard for
Effluent Effluent for discharge of STPs (draft
Environmental Notification dated:
Pollution Part-A: 24.11.2015)
Effluent,
For Inland surface
water
I pH 7.5 8.5 5.5 - 9.0 6.5-9.0
2 BOD, mg/1 154 56.5 30 10
3 COD, mg/1 436 298 250 50
4 TSS, mg/1 228 99.5 100 20
5 NJ-I4-N, mg/I 59.2 42.5 50 5.0
6 N-Total, mg/1 71.5 71.8 100 10
7 Fecal Coliform 2.lxlO<'.S 3.3x10:, -- <100
(MPN/lOOml)
8 P04-P, mg/1 3.82 3.74 5.0 2.0*
*as per directions under section 5 of the Environment (Protection) Act, 1986 regarding
treatment and Utilization of sewage for restoration of water quality of river, Letter no.: A-
14011/1/2015-MON, dated 09.10.2015, issued by CPCB, Delhi to The Commissioner, Agra
Municipal Corporation, Agra. ( copy enclosed as annexure-VII)
Table-2: Results of analysis report of inlet & Outlet Effluent of Jaganpur STP, Agra
Sr. Parameters Inlet Outlet General Standard Standard for new
No. Effluent Effluent for discharge of STPs (draft
Environmental Notification dated:
Pollution Part-A: 24.11.2015)
Effluent,
For Inland surface
water
I pH 7.2 8.0 5.5 - 9.0 6.5 - 9.0
2 BOD, mg/1 186 95.2 30 10
,.,
COD, mg/I 623 265 250 50
.)
4 TSS, mg/1 538 57.6 100 20
5 NH4-N, mg/1 49.7 43.2 50 5.0
6 N-To tal, mg/1 67.9 59.4 100 10
7 Fecal Coliform 3.4 x 101 4.9 x 10° -- <100
(MPN/1 OOml)
8 P0 -P, mg/1 2.15 1.14 5.0 2.0*
4
*as per directions under section 5 of the Environment (Protection) Act, 1986 regarding treatment
and Utilization of sewage for restoration of water quality of river, Letter no.: A-14011/1/2015-
MON, dated 09.10.2015, issued by CPCB, Delhi to The Commissioner, Agra Municipal
Corporation, Agra
I
Cent ml Pollution Control Boar<.! Zonal Lnboraiuri
, Dt of Issue : 2?.. I I .?.015 I Page No. : I of I
; P. rovtd bv : TM Issued b : QM
PICUP 8hawan, Vihhuti Khand, Gomtinngar, Lucknow
0522 4087600 Phone : 0522-· 408i600
Fax: 0522 • 4087602
0522 4087602
WASTEWATlcR
S.No \\1/2016/15 TEST REPORT
Date oftest re art: 01102!'.!016 Date/ eriod of testing: 16-20/1/2016
----G'f~ ,ProjcCIITest Programme --- NGT
i ~ ?;1f! 'i:T W. /''F<'i /"ITTnT /:>l""'f/Samrle Source ((STP.'ETP'Drain an~ other)J STP · Agra
3 "¥ 'liT 'T<f.TT /u,r~1{£'1ifrsh !r< uf~ompte 1Gi:1o'l"1l111r,"11<) i Gmb
rz.j ~ ~ 'oT.'t ~ ~ 'liT ~ I Sample Collcct~d'Dcposited hy i Sh. Kalicharan
'!'flT 1('!·~·1"''·"1 ;f.r firf<T/Dnic of Sample collection ' 14/0 I /2016
6 ~mm if 'l'J'"11 •.rrfi'pf.r ratll'/Da1e of sample receipt in laborato~ 16/0 I /2016
7 ,'):IT 115,a.01 ~/Sampling procedure ............ .... Pll•ase Refer ........... !:,1![LJ...~.Q£.','.]Q ~ C'll.'Zl.NiOR ') ?ii ISjUC NQ. oI
! ~(:;,:rir ~ :;,~'Analysis indented by --------+-Sh. V.K. Shukln. Sc.D & lnchargc. Projec1O fiicc,
! ! CPC8, Aera
Par:rmrlrr l ni1 [lKl\-1 13KN-?. i JNP-1 JNl'-2 BKN-1 i3KN-2
j (TKN) {TKNJ
7.~ 8.5 I 7.2 8.0
- ----~-i ~/ Tcmpcmtun; • "it .. ··c 10.0 20.0 I 19.5 20.0
l\km~~l.·l/.1" ~1;-;. 228 99.5 I 538 57.6
f.ll~/fin. 3.82 3.7-1 ?..15 I 1-l
.., 1 I
' I lfil ~/Free Ammonia l f.t..m:;n~.·l, f~. 0.943 -~~ 0.386 2.12
f.niJTJ ,h,. :;iJ,j -125 .jCl.7 43.:!
o•,:1
m::·:·-·:~f\.q. I 7U "1.8
t.i.:v1-1~. 1s~ Sb.5 186 95.2
11:i;;L
- - ,,·;fi.oIT.fr. Ii..' •JD 1').;Jl'l,f?., I -lJ6 ~98 i 623 :!65
l!l!,1-:. ;
MPN1i0(1111l I I
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n-,m~. . ~W ~ ~.tF.::r.1Test metJ,ods toflowed are eppende::J overtear
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CODE 0(:scription
I Bl'N-1 i Inlet ofSTP. Budhi Ka Nag.la, Agra
! I
Bl~N-2 Outlet of STP. Budhi Ka Nagla, Ap.ra - --------·-i
rJ' JNP-1 l lnlet of' STP Jaganpur. /\grn - --,
JN-l-'--2--...;j-O-ut-k-·t-o_f_S_T_P_ _- li-1g~a.._n_p_ur-_~A~g-r_a _________
I 13 K:'\--1 -C-fK_'_N_). ...;.l _!t-11-ct_o__f_ S _T_P_ __B _t...,,id'-h-i, _K_a_Na-""'g-la-.-A-g-r,-,- ------·-------~---··--··--·
1
I BKN-2 (TKN) j Outlet ofSTP. Budhi Ka NM.la. Agra
Tcxt~R-cp_o.,,n~t.-,.,~tiri-,u-,o-,->n-~-,.-,c-·~,~----------
'Nul anal~:1.t·d in 1he lab. Values given by r~qui,tioner in the l~,l rcqui~iliun slip.
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