ENVIRONMENTAL STATEMENT REPORT [2013-2014]

JAYPEE HIMACHAL CEMENT GRINDING & BLENDING UNIT, BAGHERI (A UNIT OF M/S JAIPRAKASH ASSOCIATES LTD) SUBMITTED TO H P STATE POLLUTION CONTROL BOARD

“FORM – V” (See rule 14) ENVIRONMENTAL STATEMENT for the financial year ending the 31 st March 2014 PART – A

(I)

Name & Address of the

Shri Sunny Gaur

Owner / Occupier of the Industry

Managing Director

Operation or Process

Jaypee Himachal Cement Grinding & Blending Unit. (A Unit of Jaiprakash Associates Limited) Vill: Tikri Padiyana (Bagheri) P.O. Khillian, Tehsil- Nalagarh, Distt: Solan (H P), Pin174101

(II)

Industry Category Primary

( STC CODE )

Secondary

( SIC CODE )

Red category and Large (Cement manufacturing) Primary STC Category

(III)

Production Capacity

1.75 MTPA (Cement)

(IV)

Year of Establishment

Year: 2010

(V)

Date of last Environmental Statement Submitted

05.09.2013

PART – B Water & Raw Material Consumption A. Water (i)

(ii)

Water Consumption-

m3/day

(a) Process-

Nil

(b) Cooling& Spraying-

90.25 m3/day

(c) Domestic-

152.79 m3/day

Consumption per unit of production

Name of the Product

Cement

Process Water Consumption per unit of Product Output During the previous Financial Year

During the Current Financial Year

(2012-2013)

(2013-2014)

Nil

Nil

B. Raw Material Consumption

Name of the Raw Material

Name of

(MT/MT of Cement)

Product

1. Clinker 2. Fly Ash

Consumption of Raw Material per Unit Product Output

Cement

3. Gypsum

Total Cement Production Total Clinker Consumption Total Fly ash Consumption Total Gypsum Consumption -

During the Previous

During the Current

Financial Year (2012-2013)

Financial Year (2013-2014)

0.6959

0.7185

0.2624

0.2476

0.0416

0.0337

1559300 MT. 1120424 MT. 386184 MT. 52692 MT.

PART – C Pollutant Discharged To Environment / Unit of Output (Parameters as specified in the consent issued)

S. No.

Pollutants

(a)

Water

(b)

Air

Quantity of

Concentrations

Percentage of

Pollutants

of Pollutants

variation from

Discharged

in discharged

(Mass / day)

(Mass / Volume)

prescribed standard

(tonne/day)

(mg/Nm3)

Zero Discharge is maintained. Treated domestic water is being used in horticulture and Green Belt Development.

Stack emission: (Stack attached with Cement Mill)

with reasons

0.070

15.13

Within the permissible limit

PART – D (As specified under Hazardous waste (Management and Handling) rules, 1989

Total Quantity (KL) Hazardous Waste

(a)

(b)

From Process

From Pollution Control Facilities.

During the Previous Financial Year

During the Current Financial Year

(2012-2013)

(2013-2014)

Used oil

Used oil

4.41

2.52

NIL

NIL

PART – E Solid Wastes Total Quantity Solid Waste

(a)

From Process

(b)

From Pollution

During the Current

Financial Year

Financial Year

(2012-2013)

(2013-2014)

No solid waste is generated from the cement Manufacturing process.

No solid waste is generated from the cement manufacturing process.

NIL

NIL

(ii) Sold

NIL

NIL

(iii) Disposed

NIL

NIL

Control facilities (c)

During the Previous

(i) Qty. recycled or reused Within the unit.

PART – F PLEASE SPECIFY THE CHARACTERISATIONS (IN TERMS OF COMPOSITION AND QUANTUM) OF HAZARDOUS AS WELL AS SOLID WASTES AND INDICATE DISPOSAL PRACTICE ADOPTED FOR BOTH THESE CATEGORIES OF WASTES. Hazardous waste: All used Oil generated from the different sections of plant is being collected in close drums barrels and then stored at Hazardous waste storage room that has been made as per Hazar dous Waste (Management, Handling & Tran boundary Movement) Rule, 2008. These hazar dous wastes are sold out to authorized recycler. Solid waste: There is no solid waste generated during the process of cement manufacturing. PART – G IMPACT OF THE POLLUTION ABATEMENT MEASURES TAKEN ON CONSERVATION OF NATURAL RESOURCES AND ON THE COST OF PRODUCTION. Following measures have been adopted for abatement of pollution, conservation of natural resources:1.

Utilization of fly ash for the manufacturing of cement : We are consuming approx. 1058 MT of fly ash per day from different Thermal Power Plants transported in closed container and stored in closed silos from where it has been pneumatically conveyed to cement mill for cement grinding process.

2.

Use of STP treated water for the plantation purpose: We have latest and advance technology based Sewage Treatment Plant which comprises of: 1. 2. 3. 4.

Neutralization Tank Aerator blower Aeration Tanks Clarifiers

5. Chlorine Contact Tank 6. Pressure Sand Filter and 7. Activated Carbon Filter The capacity of sewage treatment plant is 210 KL per day. The sewage collected from the different part of colony is being collected in raw sewage tank where blowing is being done for homogenization of raw sewage water. Then this homogenized sewage water comes to Aeration tank for sufficient aeration of sewage and then conveyed to clarifier where the suspended particle is being settle through mechanical clarification system. After this clarified water collected in intermediate holding tank and sludge settled at the bottom of clarifier is transported to sludge drying beds. Now the water from the intermediate tank is passed through pressure sand filter and then activated carbon filter and ultimately collected in the final holding tank and bring down the treated water quality within permissible limit. The treated water is being reused in horticulture, green belt development and dust suppression & STP sludge is being used as manure for Green Belt Development.

4. Rain Water Harvesting Measures Four Rain Water harvesting Tanks have been constructed at the plant area for recharge of ground water. The details are given below: [1] Near Clinker Silo a) Dimension of the Tank : 8.00m X 6.00m X 2.50m b) Total Volume of the Tank = 120 m3 c) The storm water drains of Cement Mill .Dump hopper, Administrative Building, Packing Plant, Weigh Bridge, and Main Gate are connected to the pond. [2] Near Auto workshop a) Dimension of the Tank : 18.00m X 8.00m X 3.00m b) Total Volume of the Tank = 432 m3 c) The storm water drains of DG house, Auto workshop area, and 132 KVA substations. [3] Near Club a) Dimension of the Tank: 10.00m X 6.00m X 3.00m b) Total Volume of the Tank = 180 m3 c) The storm water drains of Township, Field hostel-4 & 5, Club area.

[4]Near Cow Shed a) Dimension of the Tank: 10.00m X 6.00m X 5.00m b) Total Volume of the Tank = 300 m3 c) The storm water drains of Field hostel No.-1 & 2, Worker colony.

3. Extensive plantation in and around the plant : Tree plantation is an integral part to the environment management plan of the unit. The plantation drive is being carried out throughout the year. We have dedicated team of skilled horticultural worker for plantation work and arboriculture with special reference to high density plantation (HDP) and green belt development program at our plant under the supervision of experienced person (Horticulture Officer). We have the green belt coverage area of more than 33% inside the plant and colony pre mises. It has also been noted that the real green belt development programme has been started in the remaining open spaces of the premises. The species planted are selected on the basis of their dust tolerance, low water requirement. Plantation details of this year are shown in the following table: Location

Name of the Species

Plant Boundary and nearby the plant premises.

Mango, Chakresia, Sisam, Tuni, Kachnar, Sehtut, Lisoda, Nim, Bargad, Ficus& benjomina etc.

No of Species 3600

PHOTOGRAPHS OF EXISTING PLANTATION

Plantation Area near Gypsum Yard

Plantation near boundary wall

Plantation in front of packing plant

Plantation near packing plant

Plantation near raw material storage yard Plantation along the boundary wall

4. Continuous Ambient Air Quality Monitoring Station (CAAQMS): Online real time Continuous Ambient Air Quality Monitoring Station (CAAQMS) have been installed and monitoring data being transmitted to CPCB/HPSPCB server and Online real time Stack emission data is transmitted to CPCB/HPSPCB server.

5. Scheduled maintenance and monitoring of Pollution Control Devices Scheduled maintenance and monitoring of all Air Pollution Control Device’s (APCD’S) like Bag Filters and Bag House are being regularly undertaken to ensure their efficient operations in order to keep emissions level within the prescribed limit. The lists of major Pollution Control Devices installed are as under:

A. Bag House Sr. No.

Pollution Control Devices attached with

Pollution Control Devices installed

Capacity m3/hr

1

Cement Mill

Bag House

480000

B. Bag filters installed at various transfer points:

SL. NO.

Bag Filter No.

LOCATION

Capacity m3/hr

MATERIAL HANDLING AREA 1

K12FN1

F/A Truck Trip HOPPER TOP

18000

2

K12FN2

F/A Truck Trip HOPPER TOP

18000

3

K12FN3

OPC Truck Trip HOPPER TOP

18000

4

K12FN4

OPC Truck Trip HOPPER TOP

18000

5

K12FNH

Course F/A SILO-01 TOP

7500

6

K12FNI

Raw F/A SILO-01 TOP

7500

7

K12FNJ

Raw F/A SILO-01 TOP

7500

8

K12FNK

OPC SILO-02 TOP

7500

9

K12FNL

OPC SILO-02 TOP

7500

10

K12FNM

FFA SILO-02 TOP

7500

MATERIAL HANDLING AREA- GRINDING UNIT 11

513FN1

Clinker Truck Trip Hopper Top

18000

12

513FN2

Clinker Truck Trip Hopper Top

18000

13

K32FN1

Gyp. Truck Trip HOPPER TOP

18000

14

K32FN2

Gyp. Truck Trip HOPPER TOP

18000

15

K32FN5

Gyp.Belt Trans.Point

6325

16

513FN6

Clinker Dump Hopper Bottom

5500

17

513FN3

Clinker Silo Top

7000

18

513FN4

Clinker Silo Disc DBC to Belt

10000

19

513FN5

Clinker belt TR Pt. top

8050

20

K32FN3

Gypsum belt Trans Pt. top

10000

CEMENT GRINDING AREA 21

521FN2

Belt feed to Mill Hop. TOP

10000

22

521FN3

W.F. discharge & Elev. Hop. TOP

10000

23

521FNB

RP FEED REJECT BUILDG TOP

8050

24

521FNA

RP FEED REJECT BUILDING

8000

25

521FN4

ROLL PRESS Venting

45000

26

521FN5

SKS VENT BAG HOUSE

480000

27

521FN6

Mill Venting B.F.

45000

28

521FN7

BAG HOUSE DISCHARGE

10000

29

521FN8

571BE1 Venting SKS Top

10000

30

241 FN1

Course F/A Bin Top

7500

F/A CLASSIFIER & CEMENT BLENDING AREA

31

K42FN1

SILO 1 Extn RFA Bin TOP

2000

32

K42FN2

Raw F/A feed to Classifier

5500

33

K42FND

F/A CLASSIFIER BAG HOUSE

190000

34

K42FN3

CFA O/P Classifier Buildg.

10000

35

K42FN4

FFA O/P Classifier Buildg.

10000

36

K22FN5

SILO 1,EXTN BIN CFA K22CB1

3650

37

K32FN8

SILO 2,EXTN BIN FFA K32CB1

7500

38

K32FN9

SILO 2,EXTN BIN OPC K32CB2

3650

39

K32FNH

PPC SILO-03 TOP

8050

40

K32FNF

PPC SILO-03 TOP

8050

41

K32FNG

PPC SILO-03 TOP

8050

CEMENT EXTRACTION & PACKING AREA 42

612FN1

SILO3,EXTN BIN TOP 612CB1

3650

43

612FN2

SILO3,EXTN BIN TOP 612CB2

3650

44

612FN3

SILO3, BULK LOADING SPOUT

3000

45

612FN8

SILO3,EXTN BIN TOP 612CB3

3650

46

642FN3

PACKER 1 TOP FLOOR

30000

47

642FN6

PACKER 2 TOP FLOOR

30000

48

642FN9

PACKER 3 TOP FLOOR

24000

49

642FNC

PACKER 4 TOP FLOOR

24000

50

L31FN1

Coal feeding to HAG

8400

6. Good House keeping Following measures have been taken for good housekeeping at Plant:

All the raw materials are being stored covered yard.



The conveyor belts are fully covered.



Clinker and cement is being stored in silos.



Mechanical vacuum road sweeping machine used for the road sweeping, resulting in the reduction of fugitive emission from the manual sweeping. All the swept material is being reused in the cement process.



Water sprinkling for dust suppression on the road and other dust generation points in and around the plant is being done.



All the kachcha roads of plant and colony have been concreted as well as plantation has been done by the road side.



Only covered trucks/Bulker is allowed to carry fly ash.



Development of extensive green belt in and around the plant.

PART – H ADDITONAL MEASURES / INVESTMENT PROPOSALS FOR ENVIRONMENTAL PROTECTION INCLUDING ABATEMENT POLLUTION, PREVENTION OF POLLUTION. Additional measures being taken for prevention of Pollution are as follows: 1.

Planning of extensive green belt development in the additional areas in and around the plant and along the plant boundary.

2.

Scheduled maintenance and monitoring of all Air Pollution Control Device’s (APCD’S) like Bag Filters and Bag House are being regularly undertaken to ensure their efficient operations in order to keep emissions level within the prescribed limit.

3.

Bag filters technical audit to be done every month.

4.

Regular sprinkling and spraying of water is being done through sprinklers and water tanker to suppress fugitive dust.

5.

Repairing of internal road inside the plant to reduce fugitive dust emission.

6.

The STP treated water is being reused in horticulture, green belt development and dust suppression & STP sludge is being used as manure for Green Belt Development.

7.

Vermi-composting facility is being provided for bio-degradable waste and the manure to be used for green belt development.

8.

Awareness programs like plantation activities, Slogan competition, Extempore Speech competition was organized for children for awareness on environment protection/ water conservation at community Hall of our residential Colony on 5th June (World Environment Day).

9.

As awareness program, slogans on Pollution control, environmental protection, tree plantation and energy conservation to be displayed at the prominent location in green background and white printing.

EXPENDITURE ON VARIOUS ENVIRONMENTAL ACTIVITIES [For the year (2013 – 2014) & Budget for 2014-15] Cost (Rs. Lacs) S. No.

Environmental activities

Recurring expanses year (2013-2014)

Proposed Budget (2014-2015)

1

Expenditure on operation and maintenance of Sewage Treatment Plant (STP).

4.0

4.0

2

Running cost of APCD including power cost.

117.46

120.0

3

Spares, Chemicals & Calibration of Pollution monitoring equipment, Manual Monitoring and Testing from outside laboratory

5.54

6.0

4

Green belt development

11.16

12.0

5

Internal road repairing

9.42

10.0

Total

147.58

PART– I ANY OTHER PARTICULARS FOR IMPROVING THE QUALITY OF ENVIRONMENT. a) Protection of Environment: The Company has installed Dust Control Equipments, like Bag Houses, Bag Filters etc. at all emission points. All these equipments conform to the emission levels within the standards laid down by the Central Pollution Control Board. Ambient and fugitive air quality monitoring is regularly being carried out by the Company, third party laboratory, as well as by other statutory bodies and the results has been found to be within the prescribed limits. Noise levels are also monitored and care is taken to keep the same within the prescribed norms. b) Energy Conservation: Variable Frequency Drive (VFD) has been installed to reduce energy consumption. Prepared by: Environment Management Cell JHCGBU-Bagheri

Date: 22/09/2014

Signature: Name:

P.K. Tyagi

Designation:

Sr. Vice President

Address:

Jaypee Himachal Cement Grinding & Blending Unit, (A unit of Jaiprakash Associates Ltd), VillageTikri Padiyana (Bagheri), P O Khillian, Tehsil Nalagarh, Distt Solan (H P) Pin -174 101.

ANNEXURE I JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) AMBIENT AIR QUALITY MONITORING REPORT YEARLY REPORT( APRIL, 2013 TO MARCH, 2014 ) LOCATION: 1 NEAR TOWNSHIP PM10µg/m3

PM 2.5µg/m3

SO2 µg/m3

NOX µg/m3

Minimum

30.95

8.37

2.93

3.62

Maximum

82.15

35.90

11.63

28.00

Average

57.28

20.76

5.34

11.83

Std. Deviation

12.66

6.27

1.91

4.88

Coefficient of variation

0.22

0.30

0.36

0.41

98th Percentile

77.58

33.78

11.02

27.39

PARTICULARS

LOCATION 2: NEAR DEHNI VILLAGE Minimum

26.49

8.44

3.17

3.75

Maximum

76.52

38.34

16.98

28.11

Average

57.40

21.02

5.60

11.62

Std. Deviation

12.27

5.84

2.36

4.75

Coefficient of variation

0.21

0.28

0.42

0.41

98th Percentile

73.00

30.69

11.45

25.60

LOCATION 3: NEAR PADIYANA VILLAGE Minimum

26.19

8.39

2.65

3.34

Maximum

77.33

35.49

14.32

24.37

Average

57.83

21.07

5.53

11.48

Std. Deviation

12.28

5.55

2.34

4.35

Coefficient of variation

0.21

0.26

0.42

0.38

98th Percentile

74.89

31.05

12.18

21.64

ANNEXURE II JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) STACK MONITORING REPORT YEARLY REPORT (APRIL, 2013 To MARCH, 2014)

stack gas Temp. (°K)

Stack gases velocity (m/sec)

Dust Conc. (mg/Nm3)

Minimum

290

3.86

4.84

Maximum

366

6.4

22.52

Average

341.31

4.90

15.13

Std. Dev

16.06

0.73

3.89

Coefficient of variation

0.05

0.15

0.26

360.36

6.39

21.91

PARTICULARS

98th Percentile

ANNEXURE III JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) AMBIENT NOISE LEVEL MEASUREMENT REPORT YEARLY REPORT (APRIL,2013 To MARCH, 2014) LOCATION: 1 NEAR ADMIN BLOCK(PLANT BOUNDARY) PARTICULARS

NOISE LEVEL dB(A) DAY TIME

NIGHT TIME

Minimum

66.40

64.60

Maximum

72.50

69.50

Average

69.98

67.11

Std. Deviation

1.65

1.30

Coefficient of variation

0.020

0.020

98th Percentile

72.45

69.22

LOCATION 2: NEAR PADIYANA VILLAGE Minimum

48.60

41.60

Maximum

54.24

45.00

Average

51.37

43.47

Std. Deviation

1.57

0.71

Coefficient of variation

0.03

0.02

98th Percentile

54.01

44.62

LOCATION 3: NEAR TOWNSHIP Minimum

48.40

41.60

Maximum

54.30

45.30

Average

51.24

43.58

Std. Deviation

1.42

0.91

Coefficient of variation

0.03

0.02

98th Percentile

54.30

45.30

LOCATION 4: NEAR BAGHERI VILLAGE MINIMUM

47.40

41.20

Maximum

54.00

44.50

Average

50.41

42.78

Std. Deviation

1.62

0.87

Coefficient of variation

0.03

0.02

98th Percentile

53.62

44.5

LOCATION 5: NEAR DEHNI VILLAGE MINIMUM

46.20

40.30

Maximum

54.60

44.60

Average

50.06

43.06

Std. Deviation

1.94

0.96

Coefficient of variation

0.04

0.02

98th Percentile

53.28

44.506

ANNEXURE IV JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) SEWAGE TREATMENT PLANT REPORT YEARLY REPORT (APRIL, 2013 TO MARCH, 2014)

SNo.

Parameters

Testing Values (After Treatment) Minimum

Maximum

Average

Std. Deviation

Coefficient of variation

98th Percentile

1

pH

7.18

7.80

7.46

0.15

0.02

7.74

2

BOD

10.00

20.00

16.55

2.48

0.15

20

3

COD

40.00

58.00

49.73

4.76

0.10

58

4

TSS

18.00

48.00

31.85

8.40

0.26

48

5

Chloride

32.00

82.00

48.00

10.83

0.23

76.36

6

Oil & Grease

Negligible

Negligible

Negligible

Negligible

Negligible

Negligible

Note: All parameters are in mg/litr, except pH Treated water is being used for Green Belt Development and Horticulture purpose.

ANNEXURE V JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) GROUND WATER (BOREWELL ) QUALITY ANALYSIS REPORT YEARLY REPORT (APRIL, 2013 TO MARCH, 2014)

SNo.

Parameters

Minimum

Maximum

Average

1

pH

7.12

7.50

7.30

2

Total Hardness as CaCo3(mg/L)

216.00

256.00

244.08

3

Chloride as Cl (mg/L)

14.00

22.00

18.25

4

Dissolved Solids(mg/L)

286.00

330.00

304.49

ANNEXURE VI JAYPEE HIMACHAL CEMENT GRINDING AND BLENDING UNIT, BAGHERI (A UNIT OF JAIPRAKASH ASSOCIATES LTD.) TEST RESULTS OF HEAVY METAL (Pb, Ni, As ) IN AMBIENT AIR YEARLY REPORT( APRIL, 2013 TO MARCH, 2014 ) Month-April,2013 10.04.2013

Near Township

Pb ( μg/m3 ) ND (0.00018)

10.04.2013

Near Dehni

ND (0.000061)

ND (1.43)

ND (1.06)

Near Pandyana

ND (0.00018)

ND (1.54)

ND (1.12)

1.0

20.0

6.0

Ni (ng /m3 ) ND (1.37 )

As (ng /m3 ) ND (1.062 )

Date of Sampling

10.04.2013

Location

NAAQ Limits

Ni (ng /m3 ) ND (1.43)

As (ng /m3 ) ND (1.06)

Month-May,2013 07.05.2013

Near Township

Pb ( μg/m3 ) ND (0.000062 )

07.05.2013

Near Dehni

ND (0.000061 )

ND (1.18)

ND (1.12 )

07.05.2013

Near Pandyana

ND (0.00018 )

ND (1.42)

ND (1.18 )

Ni (ng /m3 ) ND (1.36 )

As (ng /m3 ) ND (1.12)

Date of Sampling

Location

Month-June,2013 15.06.2013

Near Township

Pb ( μg/m3 ) ND (0.00048 )

15.06.2013

Near Dehni

ND (0.00012 )

ND (1.48 )

ND (1.48 )

15.06.2013

Near Pandyana

ND (0.00046 )

ND (1.46 )

ND (1.23 )

Ni (ng /m3 ) 0.06

As (ng /m3 ) 0.12

Date of Sampling

Location

Month-July,2013 09.07.2013

Near Township

Pb ( μg/m3 ) ND (0.00018 )

09.07.2013

Near Dehni

ND (0.00018 )

0.24

0.06

Near Pandyana

ND (0.000059 )

0.12

0.12

Ni (ng /m3 ) 0.37

As (ng /m3 ) 0.18

Date of Sampling

09.07.2013

Location

Month-August,2013 06.08.2013

Near Township

Pb ( μg/m3 ) ND (0.00013 )

06.08.2013

Near Dehni

ND (0.00018 )

0.41

0.06

06.08.2013

Near Pandyana

ND (0.00024 )

0.12

0.12

Ni (ng /m3 ) 0.60

As (ng /m3 ) 0.36

Date of Sampling

Location

Month-September,2013 05.09.2013

Near Township

Pb ( μg/m3 ) ND (0.00012 )

05.09.2013

Near Dehni

ND (0.00012 )

0.73

0.24

05.09.2013

Near Pandyana

ND (0.00023 )

0.71

0.47

Date of Sampling

Location

Month-October,2013 Date of Sampling

Location

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

03.10.2013

Near Township

ND

0.12

ND

03.10.2013

Near Dehni

ND

ND

0.37

Near Pandyana

ND

ND

0.23

1.0

20.0

6.0

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

03.10.2013

NAAQ Limits Month-November,2013 Date of Sampling

Location

10.11.2013

Near Township

ND

ND

ND

10.11.2013

Near Dehni

0.01

ND

ND

Near Pandyana

ND

ND

ND

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

10.11.2013

Month-December,2013 Date of Sampling

Location

15.12.2013

Near Township

BDL

ND

0.11

15.12.2013

Near Dehni

BDL

BDL

0.05

Near Pandyana

BDL

BDL

0.05

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

15.12.2013

Month-January,2014 Date of Sampling

Location

06.01.2014

Near Township

0.05

3.90

ND

06.01.2014

Near Dehni

0.04

3.86

ND

06.01.2014

Near Pandyana

0.07

0.41

ND

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

Month-February,2014 Date of Sampling

Location

25.02.2014

Near Township

0.07

ND

0.12

25.02.2014

Near Dehni

0.05

ND

0.37

25.02.2014

Near Pandyana

0.05

ND

ND

Pb ( μg/m3 )

Ni (ng /m3 )

As (ng /m3 )

ND

0.02

0.01

Month-March,2014 Date of Sampling

Location

25.03.2014

Near Township

25.03.2014

Near Dehni

ND

0.01

0.02

25.03.2014

Near Pandyana

ND

ND

0.01

Note- ND:- Not Detectable, figure shown in bracket indicate method detection limit. :- Heavy Metals are being tested by out side certified Laboratory.