PRE-FEASIBILITY REPORT

FOR

Issue of Terms of Reference For Proposed Chemical Manufacturing Unit

AT PLOT NO. C21, FOCAL POINT, DERA BASSI, SAS NAGAR, PUNJAB

By

SURBHEE POLYMERS PVT LIMITEDSURBHEE POLYMERS PVT LIMITEDSURBHEE POLYMERS PVT LIMITEDSURBHEE POLYMERS PVT LIMITED

PRE-FEASIBILITY REPORT 1.0 INTRODUCTION

Earlier, the assessment of the projects was done on Technical feasibility reports and Cost-Benefit-Ratio

which mainly considered financial & technical resources. But no consideration was given to the

environment protection in this evaluation and these flaws became apparent with continuous deterioration

of environment. Thus in order to have more realistic evaluation, and keeping in view the deteriorating

conditions, another dimension was added which is now called as “Environmental Impact Assessment”

(E.I.A.). This forms an integral part of the project and is taken into account while appraising the project

at different stages. Thus in the new comprehensive approach all considerations like, Technical, Financial

& Environmental are given due weightage.

M/s. Surbhee Polymers (P) Limited is proposing to manufacturing Formaldehyde resin (55%) and

Urea resin @ capacity 200 TPD and 40 TPD respectively at plot no. C21, Focal Point, Dera Bassi,

Tehsil Dera Bassi District SAS Nagar, Punjab. Methanol and water will be used as Raw Material for

Formaldehyde and Urea, Formaldehyde & caustic for UFR, which is easily available from the local

nearby markets.

As per EIA Notification dated 14th Sep, 2006 and amendment dated 1st December 2009, the proposed

project falls under Category “B”, Project or Activity 5(f), but since it falls within 5 km of the interstate

boundary of Haryana (Item No. iv of GC) the environmental clearance will be given by the Central

Govt. MOEF&CC.

They have to submit Form-I along with Pre-Feasibility Report and other relevant documents for getting

Environmental Clearance for proposed project. This pre-feasibility report has, therefore, been prepared

by the consultants to assess the likely impact of the proposed unit on various factors which may be

affected with the implementation of the programme and to suggest remedial/precautionary measures, if

any.

2.0 PROFILE OF THE COMPANY & PROMOTORS.

M/s Surbhee Polymers Pvt Ltd is a private limited company registered with the Registrar of Companies.

Company has fallowing directors:

Name and address of Directors

Sh. Sital Parshad Jain

S/O Sh. Chander Bhan Jain

R/o 206, Harsh Vihar, Pitampura

Delhi.

Sh. Babu Ram Jain

S/O Sh. Chander Bhan Jain

R/o 206, Harsh Vihar, Pitampura

Delhi.

Sh. Subash Chand Jain

S/O Sh. Chander Bhan Jain

R/o 206, Harsh Vihar, Pitampura

Delhi.

Sh. Rajesh Jain

S/O Sh. Babu Ram Jain

R/o 206, Harsh Vihar, Pitampura

Delhi.

3.0 PROJECT SITE

The Plant site is located at Plot No. C21, Focal Point, Dera Bassi, Tehsil Dera Bassi District SAS Nagar,

Punjab. It lies near Long: 74° 51' 24.34" East and Lat: 30° 36'25.29" North and is at an Altitude of about

303 m above mean sea level. It is well connected with Dera Bassi through well maintained metalled

roads. It is about 18 K.M. from Chandigarh and 2KM from Dera Bassi. The nearest rail head is

Bhankarpur, which is at a distance of about 2 km from the site. Key Plan, Location Plan & Google Map

of the unit is given in Fig 3.1, 3.2 & 3.3 respectively. Layout Plan of the unit is given in Fig 3.4.

FIGURE – 3.1 KEY – PLAN

FIGURE – 3.2 LOCATION – PLAN

FIGURE – 3.3 GOOGLE IMAGE

PROJECT SITE

FIGURE – 3.4 LAYOUT PLAN

4.0 PROJECT DESCRIPTIONS

4.1 GENERAL:

The plant is located at Plot No. C21, Focal Point Dera Bassi, Tehsil Dera Bassi District SAS Nagar,

Punjab. Proposed project site has been selected keeping in mind the easy availability of raw materials.

Other infrastructural facilities like Land, Water and Transportation & Communication etc. are also well

established & available at the selected location. No Protected forest, Reserve forest, ecologically

sensitive area, National Park, Biosphere Reserve & Bird Sanctuary are found with-in 5 km radius of the

project site. Salient features of the project is given in table 4.3

4.2 RAW MATERIALS, PRODUCTS, WATER & QUANTITIES:

Raw materials used for proposed project are given in table 4.1. The details of production is given in table 4.2

1) RAW MATERIAL: TABLE – 4.1

PRODUCT NAME OF RAW MATERIAL

QUANTITY SOURCES

For Formaldehyde

Methanol (MT/D) 130 Local market

Water (MT/D) 100 PSIEC

For Urea Formaldehyde

Formaldehyde (MT/D) 40 Own Plant

Urea (MT/D) 10 Local Market

Caustic Soda (kg/D) 5 Local Market

2) PRODUCTS:

TABLE – 4.2

S. NO. NAME QUANTITY

1 Formaldehyde Resin (55%) 200 MTD

2 Urea Formaldehyde Resin 50 MTD

TABLE – 4.3

DETAILS OF THE AREA

S. No.

Particulars Details

A. Location details

1. Location

A. Village Dera Bassi (Plot C21, Focal Point)

B. Tehsil Dera Bassi

C. District Tarn Taran

D. State Punjab

2. Latitude 31°20'13.71"N

3. Longitude 74°53'57.13"E

4. Toposheet No.

-

5. Project Area 3135 M2

C. Production Capacity Formaldehyde Resin -200MTD

Urea Formaldehyde Resin -50MTD

D. Environmental settings

5. Nearest Village Focal Point Dera Bassi

6. Nearest City Mohali City, approx. 12 km in west direction from the project site

7. National Highway/State Highway/ Express Highway

NH-21 (Chandigarh-Ambala) is about 1km south direction from the project site.

8. Nearest Railway Station Bhankarpur Railway Station, approx. 2 km in North-west direction.

9. Nearest Airport Chandigarh Airport approx. 11 km in north west direction from the project site.

10. National Parks/ Wild Life Sanctuaries/ Biosphere Reserves within 5 km radius

Chhatbir Zoo is about 6 km from project towards west side.

11. Reserved / Protected Forest within 5 km radius (Boundary to boundary distance)

No Reserved Forests exists within 5 km radius.

12. Nearest water bodies Ghaggar River about 3km towards west side

13. Source of Water PSIEC (Punjab Small Industries Export Corporation Limited)

14. Seismic Zone Seismic Zone – IV

D. COST DETAILS

15. Capital Cost of the project Rs. 3.5 Cr

16. Total cost for Environmental Management Plan

(EMP) Rs 0.15 Cr

3) WATER

The water requirement of the unit will be met from PSIEC. The daily requirement of fresh water will be

about 120 m3. The details of water consumption of fresh water uses and generation will be given in

TABLE 4.4

TABLE 4.4

S. No. COMPONENT CONSUMPTION (KLD) GENERATION (KLD) DISPOSAL

1 Process 100 0 NA

2 Boiler 2 0.8 (Boiler Blow down) Sent to ETP for treatment

3 Cooling 10 3(Purge water) Sent to ETP for treatment

4 Domestic 3 0.6(Waste water) Sent to ETP for treatment

5 Washing 5 4.6(Trade effluent) Sent to ETP for treatment

Waste Water: 9 KLD of waste water from the project will be taken to E.T.P. through underground

delivery system and treated to tertiary level. Treated water will be partly used for tree plantation, and the

rest will be again reuse for cooling purpose. There will be no discharge of waste water from the project

and it will be a zero discharge industry. The characteristics of untreated & treated waste water will be

given in TABLE 4.5 Schematic Flow chart of ETP is given in FIGURE 4.1

TABLE 4.5

TREATED WASTE WATER OF THE EFFLUENT

S. No.

PARAMETERS UN-TREATED TREATED LIMITS

1 pH 4-5 7.0-7.5 6.5-9.0

2 Total Suspended Solids 150-200mg/l <50mg/l 100mg/l

3 Total Dissolved Solids 1500-1800mg/l <2000mg/l 2100mg/l

4 Chemical Oxygen Demand 350-800mg/l <150mg/l 250mg/l

5 Bio-Chemical Oxygen Demand (3 days at 27 0C)

200-500mg/l <30mg/l 30mg/l

FIGURE 4.1 FLOW CHART OF ETP

4.3 PROCESS DESCRIPTION:

1. PROCESS OF FORMALDEHYDE

1. feed methanol, air, water vapour

Catalyst: Silver

2. The methanol in the measuring storage tank is pumped up to an elevated tank by a methanol pump.

After being controlled by measuring, the methanol coming out from the elevate tank flows into an

evaporator for vaporization of which the temperature is controlled within 44°C ῀ 47° C and the liquid

level is controlled as 50% ,then the vaporized methanol gets into a super heater .the heat for the

vaporization of methanol is provided by the 70°Cs

3. The air is filtered by the filter before being delivered to the evaporator by a blower. It mixes with the

methanol in the evaporator and enters into then super heater together. The air flow is regulated by the

blower through frequency conversion to control the flow ratio of air to methanol (A/M =1.8 ˜ 1.95).

4. When the pressure gets stable, the vapour (0.3 MPa) gets into a mist eliminator for dehumidification

through the pipeline before entering into the superheat .the flow ratio of air to methanol shall be

controlled at desired level. In the Formaldehyde production technique using silver as catalyst, the

water vapour is an inert gas which does not participate in chemical reaction .the added water vapour

changes the explosive range of methanol and air, the production of Formaldehyde thereby becomes

far from the explosive area and stays safe and reliable.

5. After the flow rates are regulated and proportioned, the methanol, air and water vapour enter into the

super heater and the superheating temperature shall be cotrolled at 200°C .then, these materials enter

into a reactor.

6. In the reactor, under the catalysis of silver at 650°c, the methanol is Dehydrated and oxidised,

generating Formaldehyde. Dehydration reaction is an endothermic reaction and oxidation reaction is

an exothermic reaction but the heat release is more than that can absorbed, there for the reaction

system is an state of heat energy surplus. The water vapour is not involved in reaction but it can

absorb lot of heat of reaction, maintaining the temperature at 650·C.

CHEMICAL REACTION

CH3COOH CH2O + H2 – 20 K cal-------------1

CH3OH +1/2 O2 CH2O + H2O + 38 K cal------------2

1-2=18 Kcal

The 650·C reaction gas leaves the reaction and gets into heat exchanger. For the heat exchanger, the

medium is water. The outlet temperature of heat exchanger is 160·C. the water absorbs heat, forming the

water vapour of 0.35 MPa which will be used to arranging the raw materials for production in the super

heater after its pressure stabilized.

The generated gas of about 1C enter into 1# and 2# formaldehyde absorbed in proper order and et

absorbed by the cooled circulating fluid through spraying. The temperature of the circulating fluid at the

bottom of 1# absorber shall be control at 70·C and fluid is pumped to supply the heat for the evaporation

of methanol. In the 1# absorber, the concentration shall be controlled as 37%, and the temperature of the

top shall be controlled at 45 to 50·C. The circulating fluid is also a composition of the formaldehyde

product by technique. The temperature of the 2# absorber shall be controlled at 30to 35·C and keep

adding water from top to control the release of formaldehyde.

PROCESS FLOW CHART DIAGRAM

Methanol

Steam

Silver Catalyst Air (A/M=1.8˜1.95) Water

Formaldehyde

Vaporization of Methanol

Catalytic reactor 200·C initiated externally and maintain

exothermically

Absorption tower three stages

2. UREA FORMALDEHYDE RESIN:

1. Urea formaldehyde and Aamonia/Causatic are taken in a reaction vessel in desired quantity.

2. It will be stir and heat up to 50·C. When it will reach up-to 70·C maintain the temperature up-to

1 hr.

3. Reflux is done for 30 minutes.

4. To control the temperature, circulating water-cools the mixture.

5. Water will be removed from vessel.

6. Methanol will be added for dilution purpose.

7. The reaction involves condensation between the nucleophilic nitrogen of urea with the

electrophilic carbonyl carbon of formaldehyde. A branched copolymer is formed.

Chemical Reaction:

H2N-C-NH2 + H-C-H H 2N-C-N=CH2

MASS BALANCE

UF Resin

Input Output Kg kg

Urea 200

Formaldehyde 300

Caustic 0.2

Methanol 100

Total 600

Total 600 UFR- 600

Reaction Vessel

Stirring and heating

cooling

Dilution

5.0 DESCRIPTION OF THE ENVIRONMENT

5.1 INTRODUCTION:

The main objectives of describing the environment, which may be potentially affected, are (i) to assess

present environmental quality and the environmental impacts and (ii) to identify environmentally

significant factors that could preclude project development.

This chapter contains information on existing environmental scenario for the following parameters.

1. Land Environment

2. Meteorology

3. Air Environment

4. Noise Environment

5. Water Environment

6. Soil Environment

7. Biological Environment

8. Socio-economic Environment

5.2 ENVIRONMENTAL BASELINE DATA COLLECTION: Baseline data for the proposed unit was collected during pre monsoon Season (April, 2016) to till date to

assess the present scenario of the area. Detail of site is given in Figure 5.1. Primary data will be collected

by monitoring & surveying of various environmental components/ parameters in the core zone during the study

period (April, 2016); details of which are given in Table - 5.1.

TABLE-5.1 PRIMARY DATA

S. NO. PARAMETERS DESCRIPTION 1 Meteorology Meteorological parameters on hourly basis at project site. Parameters:

Temperature, Relative humidity, Wind Speed & Wind Direction. 2 Air Ambient air quality monitoring (24 hourly), twice a week. Parameters

are PM10, PM2.5, SO2, NO2 & CO. No. of Locations: 1 (Project site)

3 Noise Noise level monitoring (Day & Night time), once in a season. No. of Locations: 8 locations in core and buffer zone.

4 Water Ground water sampling, once in a season. No. of Locations: 8 locations in core and buffer zone. Tested for physical and chemical parameters.

5 Soil Soil sampling, once in a season. No. of Locations: 6 locations in core and buffer zone.

6 Biological Factors Biodiversity survey, once in a season. Location: Core and buffer zone.

7 Socio-economic Environment

Socio-economic survey, once in a season. Location: Core and buffer zone.

FIGURE- 5.1

TOPO SHEET

5.2.1 METEOROLOGY:

Meteorology plays a vital role in affecting the dispersion of pollutants, once discharged into the

atmosphere. The principal variables include horizontal convective transport (average wind speed and

direction), vertical convective transport (atmospheric stability) and topography of the area.

Meteorological characteristics of an area are very much important in assessing possible environmental

impacts and in preparing environmental management plan. The climate of the district can be classified

as tropical steppe, semi-arid and hot which is mainly characterized by general dryness except for a short

period during southwest monsoon season, intensely hot summers and cold winters. There are four

seasons in a year namely the cold season from November to March, hot season from April to June, south

west monsoon season from the last week of June to the middle of September and the post monsoon

season from September till the beginning of November. During cold season, a series of western

disturbances affect the climate of the district. During the summer months i.e. from April to June,

weather is very hot, dry and uncomfortable. The weather becomes humid and cloudy during July to

September due to penetration of moist air of oceanic origin into the atmosphere.

The normal annual rainfall of the district is 670 mm, which is unevenly distributed over the area in

31days. The south west monsoon which contributes 72%, sets in last week of June and withdrawn in

middle of September. July and August are the rainiest months. Rest 28% of annual rainfall occurs in the

non-monsoon months in the wake of western disturbances and thunder storms. The micro-meteorology

of the project site is given in Table 5.2

TABLE-5.2 MICRO-METEOROLOGY OF SITE

Period TEMPERATURE (oC) RELATIVE HUMIDITY

(%)

WIND SPEED

(km/h)

RAIN FALL

(mm) Max. Min.

2014 46 3 64 4 670

5.2.2 AIR ENVIRONMENT:

Ambient air quality monitoring is done to determine the general background concentration levels.

Sample is collected project site to observe pollution trends throughout the region. It helps in providing a

data base for evaluation of effects of a project activity in that region. It will also be useful in ascertaining

the quality of air environment in conformity to standards of the ambient air quality during operation

phase of project. The sampling was done continuously for 24 hours for SO2, NOx, PM10 & PM2.5 at

project site with frequency of twice a week for one month

Ambient air quality monitoring was conducted by deploying Respirable dust samplers and Fine

particulate samplers with required accessories for collection of particulate as well as gaseous pollutants.

Sampling and analysis was done as per the recommended methods in line with NAAQS.

Study of various parameters for one month has been made at project site. The result of the study shows that:-

� PM2.5 varies from 26µg/m3 to 38µg/m3 at mining place against permissible limit

of 60µg/m3 which is well with the norms.

� PM10 varies from 52µg/m3 to 76µg/m3. These are also within the norms.

� SO2 varies from 4.8µg/m3 to 5.5µg/m3 against norms of 80µg/m3.

� NOx varies from 18µg/m3 to 22µg/m3 against limit of 80µg/m3.

Conclusion

On the whole the above results show that the ambient air in the Project Site is environmentally quite clean and all parameters are within the permissible limits.

5.2.3 WATER QUALITY

Water quality of ground resource in the Project site has been studied for assessing the water

environment and to evaluate the impact of the project. Results of Ground water is given in Table

5.3

TABLE-5.3

RESULTS OF WATER SAMPLES (mg/l except pH)

Characteristic GW (Bore well)

Color, Hazen Unit <5

Odour Agreeable

Taste Agreeable

Turbidity, NTU <1

pH 7.16

Total Hardness (as CaCO3) mg/l 240

Silica, as (SiO2)mg/l 16.4

Suspended Solids, mg/l ND

TDS, mg/l 370

Iron (as Fe), mg/l 0.08

Chloride (as CI), mg/l 33

Magnesium as mg/l 28.8

Sulphate (as SO4), mg/l 40

Nitrate (as NO3), mg/l ND

Sodium (as Na) mg/l 20

Cadmium(as Cd), mg/l ND

Arsenic (as As), mg/l ND

Cyanide (as CN), mg/l ND

Lead (as Pb), mg/l ND

Chromium (as Cr), mg/l ND

Manganese (as Mn) mg/l ND

Phenolic Compounds as C6H5OH, mg/l ND

Copper (as Cu), mg/l ND

Boron (as B), mg/l ND

Ecoli/Total Coliforms Absent

Ground Water There is a bore well on the Project Site. Sample of water was taken from there.

The result shows that:-

� pH remains about 7.16

� Hardness as CaCO3 is 240 mg/l.

� Other parameters were well below the permissible limits.

On the whole it was found to be potable.

5.2.4 AMBIENT NOISE QUALITY

Noise is defined as unwanted sound due to any operation. It has become a common problem and

ambient noise levels are on the rise all around. Noise levels were measured at project site and

results are reported in Table 5.4.

� Noise levels near the site have been found to be 58-60 dB (A)

Overall in the study area the levels are within permissible limits.

TABLE - 5.4

NOISE LEVEL RESULTS dB (A) (BETWEEN 9.00 A.M. – 01.00 P.M.)

Sr. NO. MINING SITE NOISE LEVEL dB (A)

1. North Side 62

2. South Side 58

3. East Side 66

4. West Side 60

5.2.5 SOIL

The soil texture in Study area varies from medium to fine having sandy loam to clay loam soils.

The pH of soil is slightly basic in nature in some parts of the district.

5.2.6 SOCIAL INFRASTRUCTURE AVAILABLE

There are primary schools, dispensaries, small hospitals, places of worship in nearby area of the project site.

6.0 ENVIRONMENTAL IMPACT AND MANAGEMENT PLAN

PARTICULARS DETAILS

Impact on Air

Construction/Operational

Phase

Air emissions both gaseous and fugitive will be on account of process

emissions from stacks of boiler unit as well as D.G. Sets, transportation

of men and material. The mitigation measure adopted as under:

� The main raw material and product are being brought in and

dispatched by road in covered enclosures.

� All the vehicle owners have valid PUC Certificate

� All vehicles are loaded up-to prescribed limit during

transportation.

� Dust suppression on haul roads are done at regular intervals.

� Air pollution control equipments like cyclone will be.

Air Quality Management:

Emissions Management � A stack of 30m height will be equipped with Multi-cyclone

installed with the boiler to control the particulate and gaseous

emissions due to combustion of fuel.

� All the roads are asphalted to control the fugitive dust emissions

� Proper servicing & maintenance of vehicles is/will be carried out.

Monitoring Management Ambient air quality and stack emission will be regularly monitored to

ensure that ambient air quality standards and suggested limits on stack

emission loads would be met honestly at all the time.

Impact on water

Construction/Operational phase

Water requirement of the plant will be met from PSIEC. The proposed

plant would have “Zero Effluent discharge”.

� Waste water from washing process will be treated in ETP and used for greenbelt development/ re-use for cooling.

Water Management � Domestic waste water generated from the plant will be treated in

Septic Tank. And treated water will be used in green belt

development.

� Portable water to labour for drinking purpose.

� Rain water conservation.

Impact on Noise

Operational Phase The baseline data for noise are given in previous Chapter. The expected

noise levels of some of the equipment like Pumps (82-95 dB (A), DG

sets (100-120 dB (A).

With the mitigation measures the noise levels will be further restricted

within very short distance from the source point.

The operators/personnel working near the noise sources in the Plant has

been provided with earmuffs and earplugs

Green belt will be developed around the plant premises which act as

noise abatement measures. Regular monitoring of noise level is being

carried out and corrective measures in concerned machinery to be

adopted accordingly.

Noise Management � There is no danger of noise pollution from plant. The green belt

(plantation of dense trees across the boundary) helps in reducing

noise levels in distillery plant as a result of attenuation of noise

generated due to plant operations and transportation.

� Earmuffs will be used while running the equipments of the plant.

� D.G sets will be provided with acoustic to control the noise level

within the prescribed limit.

� A high standard of maintenance will be practiced for plant

machinery and equipments, which helps to avert potential noise

problems.

� Personal Protective Equipment like earplugs and earmuffs will be

provided to the workers exposed to high noise level.

� Regular monitoring of noise level will be carried out.

Solid Waste Management Management � Fly ash from the Boiler will be utilized in nearby brick

manufacturing units.

Green belt Management Management

� Green belt development in and around the plant site helps to

attenuate the pollution level.

� Green belt has been developed as per Central Pollution Control

Board (CPCB) guidelines.

Odor Management Management

� The remedial measures will be taken such as better house-keeping

by regular steaming of all equipments.

7.0 SITE ANALYSIS (i) Connectivity

The plant is located at approved focal point Dera Bassi and linked with NH-21 (Chandigarh-Ambala)

through metal led road. It has an easy access to raw material availability and other infrastructural

facilities e.g. land, power, water, transport and communication, approach through road & access

distances from the nearest highway, railway station etc. The site is well connected with communication

facilities like telephone, fax, wireless and telex and as such, no constraints are envisaged in this aspect

also.

(ii) Land from Land use and land ownership

This is an approved focal point and land is for industrial uses. (iii) Topography

The topography of the area is plain. (iv) Existing land use pattern

Project area is the industrial land. Change of Land use is not required. Chhat bir Zoo is about 6km from

project site.

8.0 PROPOSED INFRASTRUCTURE

(i) Industrial Area (processing area) It is an approved focal point and project proponents have already purchased land for proposed project. (ii) Residential Area (Non processing area)

There is no requirement of residential colony, because local labor will be preferred to provide

employment opportunities.

(iii) Green Belt Greenbelt is already developed by Govt.

(iv) Social Infrastructure

Proposed project will result in growth of the surrounding areas by increased direct and indirect

employment opportunities in the region including ancillary development and supporting infrastructure.

(v) Connectivity

The plant site is well connected to National Highway NH-21(~1.0 km in south direction). The nearest

railway station is Bhankarpur and nearest airport is chandigarh. The site is suitably located with respect

to availability of raw material, water, road network, skilled/semi skilled/unskilled and professional

manpower etc. All communication facilities such as telephone, telefax & internet are available in the

vicinity of the plant site.

(vi) Industrial Waste management The project would be based on “ZERO DISCHARGE”.

9.0 REHABILITATION AND RESETTLEMENT (R & R) PLAN

No Rehabilitation and Resettlement plan is applicable in this case as it is placed in approved Industrial

Area.

10.0 PROJECT SCHEDULE AND COST ESTIMATES

The project will start only after obtaining Environmental Clearance and all other required clearance and

will be completed within a year of commencement.

The Capital Cost of the proposed project is Rs 3.5 Crores.

11.0 CSR ACTIVITIES

Proposed project will result in growth of the surrounding areas by increased direct and indirect

employment opportunities in the region including ancillary development and supporting infrastructure.

Special emphasis on Financial and Social benefits will be given to the local people including tribal

population, if any, in the area. Development of social amenities will be in the form of medical facilities,

education to underprivileged and creation of self help groups.

The company will also propose to take up more activity on account of social corporate activity for

proposed project. These activities are as under:

Sr. No.

NAME OF VILLAGE ACTIVITY PROPOSED COST (Lacs)

1 Dera Bassi Tree Plantation, Environment awareness camp Rs. 2.5

2 Bhankarpur Construction of one classroom in the Middle School of village and its upkeep

Rs. 2.0

No adverse effect on environment is envisaged as proper mitigation measures will be taken up for the

same.

-.-.-.-.-.-.