pre- feasibility report · 2015. 5. 5. · pre-feasibility report for proposed 10 mld capacity cetp...

Pre-feasibility report for Proposed 10 MLD capacity CETP by HSIIDC at

IMT, Rohtak

Prepared by: Shivalik Solid Waste Management Limited Page No -1

PRE- FEASIBILITY

REPORT


IMT, Rohtak


1. EXECUTIVE SUMMARY:

SALIENT FEATURES OF THE PROJECT

LOCATION LATITUDE: 28o 51' 40.9”N

LONGITUDE: 76o 41’ 41.8”E

LAND AREA 65 acre (541 kanal 2 Marla)

SCREENING CATEGORY 7(h), Category B as per EIA

Notification 14th Sep, 2006 and

amended thereof.

PROJECT PROFILE The CETP will be established for

handling of effluent of 10 MLD from

the associated industries located in

the Phase I & Phase II of Rohtak

industrial area.

COST OF THE PROJECT Rs. 5,076.25 Lacs

RESOURCE REQUIREMENT

SOURCE & QUANTITY OF WATER Water for construction and domestic

purpose will be drawn from Canal.

Approximately, 1500 liters/day water will

be used for this purpose.

POWER 30 KW during construction phase.

400 KW Power load is proposed for

this project during operation phase.

MAN POWER 50 persons per day will be involved

ENVIRONMENTAL MANAGEMENT SYSTEM


IMT, Rohtak


EFFLUENT TREATMENT SCHEME Project is for establishment of CETP

for the effluent from various Industrial

units.

Effluent Treatment Scheme is

Detailed in Point number 3.5.

FLUE GAS EMISSION No flue gas emissions except

emergency operation of DG set.

HAZARDOUS WASTE Sludge, Used oil, Discarded

containers / liners.

2. INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION:

2.1.1 Identification of the Project:

Pollution from small and medium size industries is a major problem in India.

Nearly half of wastewater generated by the most polluting industries in India

comes from the small and medium size industries.

M/s HSIIDC has awarded the work of planning, designing, engineering,

procurement, construction, installation, testing, commissioning and thereafter

operation & maintenance for 120 months of CETP with all allied works of 10.0

MLD capacity based on Physico-Chemical & Extended Aeration Process

including Tertiary Treatment on turnkey basis at IMT Rohtak.

The treatment system involves Raw effluent Collection (BY HSIIDC ) followed

by Primary Treatment (Fine Screening, Grit removal, Oil Removal, and

Equalisation) followed by Physico Chemical Treatment & Secondary biological

Treatment (Activated Sludge Process -Extended aeration), and finally tertiary


IMT, Rohtak


treatment in Dual Media filter followed by Chlorination in Chlorine Contact

Tank.

The project is for common effluent treatment plant to treat the effluent being

generated from the industries located in the Phase I & Phase II of I.M.T

Rohtak. Waste water thus generated by the associated industries will be

collected through pipeline network for treatment. The waste water after

treatment shall meet the discharge standards laid down by MoEF & CC. The

treated water will be further used for Horticulture and for agricultural

purpose.

2.1.2 Details of the Project Proponent:

The details of the project proponent are given below: Land Acquisition letter to

HSIIDC is attached as Annexure I.

Name of the applicant HSIIDC, IMT Rohtak

Name & Address Ravinder Singh,

Senior Manager (IA),

HSIIDC, Site Office,

I.M.T Rohtak

(Near Village Kheri Shad)

Haryana

Status of Project New Project (Freshly applied for

Environmental Clearance)


IMT, Rohtak


2.2 Brief Description of Nature of the Project:

The proposal is to set up the CETP of 10 MLD for the effluent from industries

located in Phase I & Phase II at I.M.T Rohtak units. Considering the scattered

locations of member industries in the region, there will be dedicated pipeline

network system for the effluent to be received at CETP.

The total anticipated discharge of waste water from the plots carved out under

phase I and II is 40 MLD. As area under phase II and RR policy is still under

development, so it has been proposed to establish four units of 10 MLD each

for this CETP. One unit of capacity 10 MLD will be created to meet immediate

demand and remaining capacity be added as when needed, at a later stage.

2.3 Need for the project and its importance to the Country or Region:

Establishment of effluent treatment plants for individual industries especially

in the small scale sector in the various industrial estates in India, to produce

the effluent of desired quality before discharge is not feasible in the Indian

context. Firstly, because it is expensive on both the capital and operating cost

front and secondly, there is no guarantee of performance by the individual

industries. Further, the disposal of treated effluents is also problematic as

every individual industry cannot reach the water body through its own

pipeline nor can it purchase land for inland irrigation. Thus, Government of

India floated the idea of Common effluent treatment plant to overcome these

problems. Accordingly Ministry of Environment, Forest & Climate Change,

Government of India instructed the various State Pollution Control Boards to

examine the possibilities of establishing CETP’s in various industrial estates.

In response to the directive issued by the Central Governments, the State

Governments started identifying the various locations for CETP’s.


IMT, Rohtak


Establishment of CETP has following advantages:

• Saving in Capital and Operating cost of treatment plant. The Common

treatment is always cheaper than small scattered treatment units.

• Contribution of nutrient and diluting potential make the complex

industrial waste more amenable to degradation.

• The neutralization and equalization of heterogeneous waste makes its

treatment techno-economically viable.

• Professional and trained staff can be made available for operation of CETP

which is not possible in case of individual plants.

• Disposal of treated wastewater & sludge becomes more organized.

• Reduced burden of various regulatory authorities in ensuring pollution

control requirement.

2.4 Employment Generation (Direct and Indirect) due to the Project

The Proposed project will provide direct employment to 50 persons per day

during construction & operational phase. Local workers will be hired from the

nearby villages.

3.0 PROJECT DESCRIPTION

3.1 Type of Project Including Interlinked and Interdependent Projects,

If Any.

This project is for establishment of common environmental infrastructure i.e.

CETP for treatment of effluent being generated by its member industries. The

Common Effluent Treatment Plant (CETP) is listed at serial no. 7(h) of the

Schedule of EIA Notification 2006 and falls under Category B. The project is


IMT, Rohtak


not interlinked with any other project.

3.2 Location:

The proposed location of the project is situated at village Nanond, Tehsil

Sampla, District Rohtak, Haryana

The location details are mentioned below:-

Latitude : 28o 51' 40.9”N

Longitude : 76o 41’ 41.8”E

Khasra Number :

12//3,4,5,6/1,6/2,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22/1,22/2,23/

1,23/2,24,25,13//1,13,14,15,16,17,18/1,18/2,19,22,23,24,25,14//2,3,4,5/1

,5/2,6,7/1,7/2,7/3,8,13/1,13/2,14/1,14/2,15/1,15/2,18/1,18/2,18/3,23/1

,23/2,15//1/1,1/2,2/1,2/2,3,4,5/1,5/2,6/1,6/2,7/1,7/2,8,9,10,11,12,13,14

,15,33//2/1,2/2,9/1,9/2,12/1,12/2,19/1,19/2,19/3,22,34//2,9,12,19/1,29


IMT, Rohtak


The vicinity map is given below:

Fig: Vicinity Map of the Project Site

Project Site


IMT, Rohtak


3.3 Details of Alternate Sites

No alternative site has been considered for the project, as the location has

been considered on basis of the distance of member industries from CETP site

for transportation of effluent

3.4 Size or magnitude of operation

The proposed project is to establish Common Effluent Treatment Plant

treating of 10 MLD capacity waste effluents coming from industrial units of

Phase I & Phase II of I.M.T Rohtak. At present there are about 16 member

units. The plant will consist of treatment units comprising physical, chemical

treatment and biological treatment including dewatering of sludge and other

required infrastructure. The project outlay is estimated to be around Rs.

5,076.25 Lacs.

3.5 Project description with process details (a schematic diagram/flow

chart showing the project layout, components of the project etc.

should be given).

The details and schematic diagram of treatment scheme is attached as

Annexure II. This is a Common Effluent Treatment Plant facility that will be

treating the waste water from the member industries within the area. Member

industries of CETP will be required to monitor specified quality parameters

and flow rate of the effluent on daily basis and to submit the monitoring data

to the CETP operator on regular basis. Continuous flow meters will also be

installed at the outlet of the CETP to monitor the outlet effluent quantity.


IMT, Rohtak


The effluents from its member industries will be lifted through dedicated

pipeline system. The design basis of Proposed CETP is as follows:

Plant capacity: 20 MLD Up to Equalization Tank

: 10 MLD from Flash Mixer to Tertiary Treatment

Peak Factor : 2.0

• Inlet Parameters

BOD 5 @ 20o C 750 mg/l

COD 1500 mg/l

Total Suspended Solids 1200 mg/l

Oil & Grease 100 mg/l

pH 4.5-9.0

• Outlet Parameters

Required Outlet Parameters After secondary

Treatment

BOD 5 @ 20o C ≤20 mg/l

COD ≤250 mg/l

Total Suspended Solids ≤100 mg/l

Oil & Grease ≤10 mg/l

pH ≤6.5-8.5

Total chromium ≤1


IMT, Rohtak


Total Residual Chlorine ≤2

Required Outlet Parameters After Tertiary Treatment

BOD 5 @ 20o C ≤10 mg/l

COD ≤150 mg/l

Total Suspended Solids ≤10 mg/l

Oil & Grease ≤5 mg/l

pH ≤6.5-8.5

Total chromium ≤1 mg/l

Total Residual Chlorine ≤1 mg/l

The lay out plan of CETP is shown in Annexure III. The details of various units

of CETP are as given below:

PROCESS UNITS

S.NO DESCRIPTION QUANTITY

1. INLET CHAMBER 01

2. PARSHAL FLUME 01

3. MANUAL BAR SCREEN (FINE) 01

4. MECHANICAL BAR SCREEN (FINE) 01

5. GRIT REMOVAL UNIT 02

6. OIL SKIMMER 01

7. EQUALIZATION TANK 01


IMT, Rohtak


8. FLASH MIXER 03

9. CLARIFLOCULATOR 01

10. AERATION TANK 01

11. CLARIFIER 01

12. CLORINATION TANK CUM SUMP FOR FILTERS 01

13. CHEMICAL SLUDGE SUMP 01

14. BIOLOGICAL SLUDGE SUMP 01

15. DUAL MEDIA FILTER 10

16. CHEMICAL HOUSE/WATER STORAGE TANK 01

17. BLOWER CUM MCC ROOM 01

WORK SHOP 01

METRING ROOM 01

18. FILTER PRESS PLATFORM 01

19. CHLORINE ROOM 01

20. TONNER ROOM 01

21. SLUDGE STORAGE SHED 01

22. SLUDGE DRYING BED 10


IMT, Rohtak



IMT, Rohtak


3.6 Raw Material Required Along With Estimated Quantity, Likely

source, marketing area of final product/s, mode of transport of raw

material and Finished Product

Raw material required for construction and setting up of Common Effluent

Treatment Plant are cement, steel, aggregates & sand for civil works.

Approximately 200 tons of steel will be required for construction purpose.

In addition, raw materials required for the proposed project will be ETP

chemicals namely lime, polyelectrolyte and H2SO4/HCL for treatment purpose

which are easily available and does not have any significant hazardous effect.

Waste water will be collected through dedicated pipeline system from

associated industries. Sludge generated will be trasportated to the GEPIL

TSDF site located at Faridabad which is at a distance of about 73 km in SE

direction.

3.7 Resource Optimization/ Recycling and Reuse envisaged in the

project, if any,

Not envisaged.

3.8 Availability of Water Its Source, Energy/ Power Requirement and

Source

3.8.1 Water Requirement

About 1.5 KLD of water will be obtained from the nearby available source.


IMT, Rohtak


3.8.2 POWER REQUIREMENT

Power requirement will be sourced from Uttar Haryana Bijli Vitarana Nigam

Ltd. In case of power failure D.G. set will be used having capacity of 250KVA.

4. SITE ANALYSIS

4.1 Connectivity

4.1.1 Nearest Railway Station

Rohtak Railway Station about 12.0 km in the NW direction

4.1.2 Nearest Airport

Chandigarh Airport is at a distance of about 52.0 km in SE Direction.

4.1.3 Nearest Highway

NH-10 is at a distance of about 3.5 km in South Direction.

4.2 LANDFORM, LANDUSE AND LAND OWNERSHIP

At present, the project land is open. The location is within the notified

industrial area of I.M.T Rohtak.

4.3 Topography

Plain and some undulating sandy dunes mark the overall topography of the

district. The average elevation of the district is about 220 meters above mean

sea level. There is gentle slope of about 19 cm. per kilometer from north-east

to south-west. The north-eastern part have a number of wide quilled, low land

with salict channels slopping from North-North East to South-South West. The

hydrologic gradient of ground water is very gentle. (Report on Geohydrological

Condition and Scope of Ground Water Development in district, Rohtak)

Rohtak district is comprised of vast Indo-Gangetic alluvial plain. District is

sub-divided into following two sub-regions on the basis of soil, topology and

climate.

Source : http://rohtak.nic.in/disaster_plan.htm


IMT, Rohtak


4.4 Existing land use pattern (agriculture, non-agriculture,

forest, water bodies (include area under CRZ), shortest distances from

the periphery of the project to periphery of the forests, national park,

wild life sanctuary, eco sensitive areas, water bodies (distance from the

HFL of the river), CRZ. In case of notified industrial area, a copy of the

Gazette Notification should be given.

The land falls in the Free Enterprising Zone and the proposed project site is

earmarked for CETP.

4.5 Soil Classification

The soils of the district are fine to medium textured. It comprises sandy loam

in Rohtak, Sampla, and Lakhan Majra blocks whereas it is loamy sand with

occasional clay loam in Kalanaur and Meham Blocks. High potassium,

medium phosphorus and low nitrogen occur in the soils. The soils of the

district are classified as arid brown (Solemnized) and sierozem.

Source: http://cgwb.gov.in/district_profile/haryana/rohtak.pdf

4.6 Climatic & Rainfall

The climate of Rohtak district can be classified as subtropical monsoon, mild

&dry winter, hot summer and sub-humid which is mainly dry with very hot

summer and cold winter except during monsoon season when moist air of

oceanic origin penetrates into the district. The hot weather season starts from

mid-March to last week of the June followed by the south west monsoon

which lasts up to September. The transition period from September to

November forms the post monsoon season. The winter season starts late in

November and remains up to first week of March.

RAINFALL: The normal annual rainfall in Rohtak district is about 592 mm

spread over 23 days. The south west monsoon sets in the last week of June

and withdraws towards the end of September and contributes about 84% of


IMT, Rohtak


the annual rainfall. July and August are the wettest months. 16% of the

annual rainfall occurs during the non-monsoon months in the wake of

thunder storms and western disturbances.

Normal Annual Rainfall : 592 mm

Normal monsoon Rainfall : 499 mm

Temperature Mean Maximum : 40.5°C(May &June)

Mean Minimum : 7°C(January)

Normal Rainy days : 23

Source: http://cgwb.gov.in/district_profile/haryana/rohtak.pdf

4.7 Social Infrastructure available

The infrastructure amenities available in the area denote the economic

wellbeing of the region like hospitals & healthcare centers, schools, colleges,

banking facility; community centers etc which are available nearby.

5 PLANNING BRIEF

5.1 Planning Concept (type of industries, facilities, transportation etc.)

Town and Country Planning/Development authority Classification

The CETP unit is proposed for the treatment of Waste water of various

industries ranging from different sectors like automobiles, Agro based, Paint

manufacturing, General manufacturing etc, located in the Phase I & Phase II

of I.M.T Rohtak.

Waste water will be transported to CETP through dedicated pipeline network.

5.2 Population projection

The project will employ mostly workers from nearby villages. There will not be


IMT, Rohtak


any increase in population due to the project.

5.3 Land use planning

The open space inside the CETP area will suitably landscape and covered with

the vegetation of indigenous variety. Green Belt area will be developed as per

the CPCB guidelines.

5.4 Assessment of Infrastructure Demand (Physical & Social)

The proposed CETP falls in Free Enterprising Zone therefore all facilities /

amenities like medical, educational, housing, transportation, communication,

shopping etc are available nearby places. Since, local workers will be employed

for this purpose therefore; no long term infrastructure will be required.

5.5 Amenities/Facilities

Man power will be required on permanent and temporary basis. A total of 50

persons/day will be employed.

Staff Details

S. No Designation Number

1. Plant Manager 1

2. Foreman -

3. Electrical Incharge 1

4. Mechanical Incharge 1

5. Plant Operators 2 per shift

6. Chemist 1

7. Sewer Men/Helper 2 per shift

8. Computer Operator 1 per shift


IMT, Rohtak


6. PROPOSED INFRASTRUCTURE

6.1 Industrial Area (Processing Area)

Being a CETP, adequate infrastructural facilities such as office space,

laboratory, storage area as well as treatment units comprising physiochemical,

biological, tertiary (RO) and MEE with boiler including co-generation of power

are required. New unit will make use of the facilities for land, storage of raw

material and handling, additional water & power demand, and use of road and

rail network for transportation.

6.2 Green Belt

Green belt will be developed according to CPCB guidelines. Plants of the

various species will be developed in the plant and peripheral areas.

Approximately 241 Hectares of area under phase I & Phase II Industrial Estate

is planned to be developed as green belt.

6.3 Connectivity (traffic and transportation road/rail/metro/water ways

etc.)

The project site is well connected to the nearest metalled road i.e Gohana

bypass road which is further connects the SH 10 to the Rohtak-Sonepat road.

6.4 Drinking water management

About 1.5 KLD of water will be required for construction and operation. This

water will be supplied through tankers from nearby area.

6.5 Sewerage system

Toilets will be constructed at the site which will be connected with the septic

tanks within the site itself. In future, it will be connected to the municipal

sewerage system of HSIIDC, Rohtak.

6.6 Industrial waste management


IMT, Rohtak


Sludge generated from treatment units would be sent to TSDF site located at

Faridabad. Hazardous waste like used oil & containers/liners will be sent to

the authorized recyclers.

6.7 Solid waste management

Solid waste generated during the wastewater treatment process is mainly

sludge which will be generated depending upon the effluent characteristics

and hydraulic load. It is estimated that around 7 cum/day sludge will be

generated and the same would be transported to the authorized TSDF site

located at Faridabad for final disposal.

6.8 Power requirement & supply/source

Total power requirement : 400 KW

Power supply source –Haryana State Transmission Corporation

Limited (HSTC Ltd.) In case of power failure, D.G. set will be used of

capacity 250KVA.

7.0 REHABILITATION AND RESETTLEMENT (R&R) PLAN

There is no need of displacement of the people for proposed project, hence, not

applicable.

8.0 PROJECT SCHEDULE & COST ESTIMATES

The Project is envisaged to be undertaken immediately after getting necessary

statutory approvals.

Cost Estimates

The total cost of project is estimated about Rs. 5,076.25 Lacs.

http://www.pstcl.org/

http://www.pstcl.org/


IMT, Rohtak


9.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

This project is for establishment of common environmental infrastructure i.e.

CETP for treatment of effluent being generated by its member industries. The

imposition of new scale of, statutory standards on effluent treatment with

water reclamation potential may require, in addition, a new infrastructural

investment on the existing pollution control system of the individual units.

This may be the driving point for the overall participation in the proposed

CETP from industries to bring down drastically the pollution level. The charges

to be levied on new scale on the basis of pollution load, breaking the orthodox

style, would equally keep operational their own equipment. An attempt on

water recovery for its recycling in the proposed CETP design may be an

exemplary in the country with a start up in this Zone.

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pre- feasibility report · 2015. 5. 5. · pre-feasibility report for proposed 10 mld capacity cetp...

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