new pre fisibility reportenvironmentclearance.nic.in/writereaddata/online/tor/05... · 2017. 5....

1 | P a g e

Expansion of LPG Bottling Plant

At

Unnao, Site-II, Raod-13, UPSIDC, Industrial

Area, Pin -209801

PRE FISIBILITY REPORT

2016

Pre Feasibility Report

Expansion (3 X 700 MT) of LPG Mounded Storage Facility at HPCL, Banglore

Opp Bangalore Hassan National Highway, Yediyur - 572142, Karnataka

2016

Expansion of LPG Mounded Storage Facility at HPCL, Banglore OPP BANGALORE HASSAN NATIONAL HIGHWAY, YEDIYUR - 572142, KARNATAKA

PFR

2 | P a g e

Prefeasibility Report

1 EXECUTIVE SUMMARY .............................................................................................................................. 4

1.1 INDUSTRIAL AREA (PROCESSING AREA) .................................................................................................. 4

1.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ........................................................................................ 4

1.3 GREEN BELT ........................................................................................................................................... 4

1.4 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ............................................................ 4

1.5 SEWAGE SYSTEM .................................................................................................................................... 5

1.6 INDUSTRIAL WASTE MANAGEMENT .......................................................................................................... 5

1.7 POWER REQUIREMENT & SUPPLY/ SOURCE ............................................................................................. 5

2 INTRODUCTION ........................................................................................................................................... 6

2.1 IDENTIFICATION OF PROJECT & PROJECT PROPONENT ........................................................................... 6

2.2 NATURE OF PROJECT ............................................................................................................................. 6

2.3 DEMAND/SUPPLY GAP: ........................................................................................................................... 6

2.4 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION ..................................................................... 7

2.5 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ............................................ 7

3 PROJECT DESCRIPTION ........................................................................................................................... 9

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ......................... 13

3.2 LOCATION (SPECIFIC LOCATION AND PROJECT BOUNDARY & PROJECT LAY OUT) WITH COORDINATES ... 13

3.3 SIZE OR MAGNITUDE OF OPERATION .................................................................................................... 13

3.4 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE, MARKETING AREA OF

FINAL PRODUCTS, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT. ........................................ 13

3.5 RESOURCE OPTIMIZATION/RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF ANY, SHOULD BE

BRIEFLY OUTLINED. ............................................................................................................................................ 14

3.6 TRANSPORTATION DETAILS OF RAW MATERIALS ................................................................................... 14

3.7 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN 14

3.7.1 Water Source .................................................................................................................................. 14

3.7.2 Electricity & Fuel Requirements..................................................................................................... 14

3.8 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT

/DISPOSAL .......................................................................................................................................................... 14

3.8.1 Waste Water generation & Management plan ............................................................................. 14

3.8.2 Solid & Hazardous waste generation & Management plan ......................................................... 15

4 SITE ANALYSIS .......................................................................................................................................... 16

4.1 CONNECTIVITY ...................................................................................................................................... 16

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ......................................................................................... 16

4.3 TOPOGRAPHY (ALONG WITH MAP)............................................................................................................. 16

4.4 EXISTING LAND USE PATTERN ................................................................................................................... 17

4.5 EXISTING INFRASTRUCTURE ..................................................................................................................... 17

4.6 SOIL CLASSIFICATION SOIL INVESTIGATION WILL BE DONE DURING CONSTRUCTION OF LPG STORAGE

TERMINAL. .......................................................................................................................................................... 18

4.7 CLIMATIC DATA FROM SECONDARY SOURCES........................................................................................ 18


PFR

3 | P a g e

5 PLANNING BRIEF ...................................................................................................................................... 20

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC) TOWN AND COUNTRY

PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION. .................................................................................... 20

5.2 POPULATION PROJECTION .................................................................................................................... 20

5.3 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) .................................................... 20

5.4 AMENITIES/FACILITIES .......................................................................................................................... 20

6 PROPOSED INFRASTRUCTURE ............................................................................................................. 21

6.1 INDUSTRIAL AREA (PROCESSING AREA) ................................................................................................ 21

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ...................................................................................... 21

6.3 GREEN BELT ......................................................................................................................................... 21

6.4 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) .......................................................... 21

6.5 SEWAGE SYSTEM .................................................................................................................................. 21

6.6 INDUSTRIAL WASTE MANAGEMENT ........................................................................................................ 21

6.7 POWER REQUIREMENT & SUPPLY/ SOURCE ........................................................................................... 21

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN ................................................................... 22

7.1 POLICY TO BE ADOPTED (CENTRAL/STATE) IN RESPECT OF THE PROJECT AFFECTED PERSONS INCLUDING

HOME OUSTEES, LAND OUSTEES AND LANDLESS LABOURERS (A BRIEF OUTLINE TO BE GIVEN) ........................... 22

8 PROJECT SCHEDULE AND COST ESTIMATE ..................................................................................... 23

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION (TIME SCHEDULE FOR THE

PROJECT TO BE GIVEN) ...................................................................................................................................... 23

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT. 23

9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ............................................................... 24

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO BE LOCAL PEOPLE

INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA. ........................................................................................ 24


PFR

4 | P a g e

1 EXECUTIVE SUMMARY

Hindustan Petroleum Corporation Limited’s Vision is to be world-class company known for caring and delighting customers with quality products and innovative services. The Corporation will be a model of excellence in meeting environmental, health and safety norms. In order to realize this Vision, Corporation will be focusing on enhancement of productivity, quality and caring for environmental protection. HPCL has two port based refineries at Mumbai and Visakhapatnam.

Hindustan Petroleum Corporation Limited (HPCL) is having a LPG Bottling plant at Opp Bangalore Hassan National Highway, Yediyur - 572142, Karnataka and is located approximately 1.5 kms from the city of Yediyur. The Bottling Plant caters to the Domestic, Commercial and Industrial LPG Needs of nearby district.

The present capacity of the plant is 3 X 700 (2100 MT), with mounded storage facility. The raw material is supplying thru HPCL pipeline (Mangalore Hassan Bangalore Pipeline). The additionally 3 X 700 (2100 MT). Then the total capacity of plant 4200 MT.

From the point of view of having adequate supplies of LPG in the market and for making storage operations safer and eliminating all the environmental aspects, it is proposed to undertake the project inside the existing premises as cited above.

The project is targeted to be mechanically completed within 28 months from the date of handing over the land or statutory MOEF approval.

1.1 Industrial Area (processing area)

The plant area is approximate 75 Acres. No extra land will required for the project.

1.2 Residential Area (non-processing area)

Construction area being located in notified industrial growth centre. So, no residential area permitted.

1.3 Green belt

Approximate 75000 M2 (18.5 Acres), 33 % of the greenbelt will be developed.

1.4 Drinking water management (source & supply of water)

Existing drinking water management system is sufficient for proposed project. No additional facility will be required. Water demand full fill by exiting borewell.


PFR

5 | P a g e

1.5 Sewage system

Existing 3.5 KL STP already install also sufficient for proposed project. No additional facility will be required.

1.6 Industrial waste management

No cylinder bottling will be increase capacity in this project only storage will increase. No hazardous waste generation is envisaged due to operation of proposed mounded storage vessel. The generation of hazardous waste in form of Lube Oil from other existing allied facilities viz. 200 litre/year, Oil Soaked cotton waste 360 Kg/Annum, Discarded container 20mo’s/Annum and paint sludge 2400 Kg/Amnnum.

10 KLD capacities ETP already installed at project site.

1.7 Power requirement & supply/ source

Power will be sourced from Karnataka Sate Electricity Distribution Company Ltd.

S. No.

Resources Existing Capacity Proposed additional Capacity

Total Capacity

1 Power requirement 500 KVA 250 KVA 750KVA 2 DG set capacity 750 & 380 KVA NA 1130KVA


PFR

6 | P a g e

2 INTRODUCTION

Hindustan Petroleum Corporation Ltd is a Government of India Enterprise with a Navratna Status, and a Forbes 2000 and ‘Global Fortune 350’ company, is a leading public sector

undertaking (PSU) engaged in refining, transportation and marketing of petroleum products across the country. HPCL has the second largest share of product pipelines in India with a pipeline network of more than 2,350 kms for transportation of petroleum products and a vast marketing network consisting of 13 Zonal offices in major cities and 101 Regional Offices facilitated by a Supply & Distribution infrastructure comprising Terminals, Pipeline networks, Aviation Service Stations, LPG Bottling Plants, Inland Relay Depots & Retail Outlets, Lube and LPG Distributorships. As an integrated oil company with refineries, marketing terminals/depots and retail outlets, HPCL is playing a significant role in the nation’s economic development and growth.

2.1 Identification of Project & Project Proponent

The Project envisages additional installation of 3X700 (2100 MT) LPG Mounded Storage Facility inside the premises of the existing LPG Bottling Plant of HPCL, which comes under the Yediyur LPG Bottling Plant at Yediyur and spanning an area of 75 acres. This increases the Plant’s Bulk LPG Storage capacity and infuses higher levels of

safety in storage operations.

2.2 Nature of Project

The proposed project is characterized by the construction of a Mounded storage facility of total capacity 4200 MT for storing Bulk LPG. This broadly involves installation of three nos. of horizontally placed cylindrical steel vessels each capable of storing 1400 MT of LPG. These storage vessels sited above ground are then encased completely by a mound of earth except for nozzles, manhole and inspection covers fitted on top of the vessel. The associated jobs stemming out of this core project objective, namely fabrication of pipelines for product transfer, re-sitement of pumping facility, construction of approach roads, and provision of firefighting facility are also included in the scope of project.

2.3 Demand/Supply gap:

Liquefied Petroleum Gas (LPG) is an essential commodity and the HPCL’s LPG Bottling

Plant at Yediyur is responsible for meeting the needs of consumers based in the district of Tumkur and surrounding districts. The Bulk/packed LPG needs of Commercial and Industrial establishment of this region is also catered to by the Plant. Presently, the bottling requirement of the Plant is around 3X1400 MT per day as dictated by the Market


PFR

7 | P a g e

Demand and the storage capacity is 3 X 700 MT providing only 4 days coverage. Any disruption in bulk supplies from the existing supply sources is bound to affect the bottling and will create backlog in the market. This issue will be addressed adequately by the proposed mounded storage facility of 3X700 MT storage capacity.

2.4 Need for the project and its importance to region

Oil marketing companies have projected an increase in demand of Liquefied Petroleum Gas (LPG) in future due to increase in its domestic use. The demand is likely to increase substantially over the years to come. Oil PSUs have planned enrollment of new customers to saturate the demand potential as per directive of the Ministry of Petroleum and Natural Gas, Government of India.

In line with the requirement envisaged and to ensure fulfillment of demand, Ministry of Petroleum & Natural Gas has planned that different oil companies should increase their storage and bottling capacity of LPG. Accordingly Hindustan Petroleum Corporation Limited (HPCL) proposes to construct LPG Plant with new LPG storage facility of capacity 3 Nos. of 700 MT Mounded storage vessels.

2.5 Employment Generation (Direct and Indirect) due to the project

Employment Generation (Direct and Indirect) due to project Common User LPG plant a project of HPCL will generate indirect employment for local people. It will also generate ancillary business to some extent for the local population.

S. No. Manpower Existing Manpower

Additional manpower

requirement

Total Manpower

requirement 1 Company Employee 1 (HPCL)

56 (KOSAN

N/A 57

2 Employee on contract basis 30 30 60

HINDUSTAN PETROLEMUM CORP. LTD.,KOCHI LPG PLANT HINDUSTAN PETROLEUM CORPORATION LTD SEA PORT – AIR PORT ROAD, IRUMPANA POST, KOCHI -

682309 KERALA STATE PFR

8 | P a g e

Figure 1: Plant Lay Out


PFR

9 | P a g e

3 PROJECT DESCRIPTION

In the existing facility there is 3X700 MT (Total 2100MT) mounded already installed; proposed project is coming up with 3 X1400 MT bullets. The LPG bottling plant will be operated in two shifts /day and 300 days/year to achieve the targeted production by making use of facilities listed.

Existing facilities at the site

Fire water pump & air compressor shed LPG pump house Cylinder unloading platform Filling shed Filled cylinder storage shed Cylinder loading platform Valve changing shed/degassing shed Cylinder testing shed Connecting platform TT gantry Air compressor shed Parking shed Store room Filling shed 450 kg cylinder MCC room Gate cabin Office building Control room Marketing office Weigh bridge cabin Lorry driver’s amenity building Truck checking platform and canopy Flood light towers Watch towers Water tanks Service water tank Effluent Treatment Area Transformer Yard Weigh bridges Truck parking area DG area HSD tank for DG sets Underground RCC water tank Sewage treatment plant Cylinder Storage yard VFD room


PFR

10 | P a g e

Proposed facilities at the site

LPG BULK STORAGE

It is proposed to provide 3 No’s 700 MT capacity MSV which will be constructed/fabricated to the stringent Oil Industry Safety Directorate’s OISD norms and

BS standards. There will be only one LPG liquid nozzle through which LPG shall be received and discharged from each bullet.

The design & operating parameters / material specifications for the LPG bullet are presented in below mentioned table. The following safety provisions are provided for LPG bullet:

Two Safety Valves Remote Operated Valve (ROV) on the inlet LPG line

Radar Level Gauge& Servo Gauge

Tank Farm Management System for Continuous Monitoring Cathodic Protection (CP) System Anti-Corrosive Painting

Earthing System

Gas Monitoring Sensors

FIRE FIGHTING FACILITIES

The proposed Plant will be equipped with firefighting facilities as per OISD 144. The system is based on Electro pneumatic heat detection based automatic sprinkler system provided in all LPG facilities, gas monitoring system, personnel protection equipment etc.

The firefighting facility shall consist of fire water storage of water tanks with required fire engines to provide 4 hours of firefighting capacity. The system will be integrated with additional firefighting facilities required for proposed MSV project.

The entire Plant will be networked with pressurized fire hydrant lines which will have Fire Hydrants, long range Monitors and Deluge Valves at strategic locations as per OISD-144.

PROPERTIES OF LPG

LPG has been identified as 'hazardous chemical' as per Manufacture, Storage and Import

of Hazardous Chemicals Rules, 1989/1994. LPG marketed in India is governed by IS 4576 and test methods by is 1448. IS 4576 defines LPG as a mixture of light hydrocarbons derived from petroleum which are gaseous at ambient temperature and atmospheric pressure but may be condensed to the liquid state at normal ambient temperature by the application of moderate pressure.

LPG to be handled at the facility under study will be Propane - Butane mixture, with small quantities of unsaturated hydrocarbons. LPG is highly flammable, capable of


PFR

11 | P a g e

producing fire and explosion hazards under certain conditions.

LPG at atmospheric pressure and temperature is a gas which is 1.5 to 2.0 times heavier than air. It is easily liquefied under moderate pressure, Since LPG vapour is heavier than air, it normally settles down at ground level/low lying areas. This accumulation of LPG vapour gives rise to potential fire and explosion.

LPG has an explosive limit range of 1.8% to 9.5% by volume of the gas in air. This is considerably narrower than other common gaseous fuel. Combustion of LPG increases the volume of products in addition to generation of heat. LPG requires about 24 to 30 times its own volume of air for complete combustion and yields 3-4 times its own volume of CO2. The heat of combustion is about 10,1500 Kcal/kg.

LPG is colourless both in liquid and vapour phase. During leakage, vapourisation of LPG cools the atmosphere and condenses the water vapour contained in it forming a white fog.

This makes possible to see an escape of LPG. LPG has a low viscosity (around 0.3 C.S. at 45°C) and can leak when other petroleum products cannot. This property demands a high degree of integrity in the pressurized systems handling LPG to avoid leakage.LPG has a very faint smell and as such for detecting leakage of LPG, ethyl mercaptan is generally added in the ratio approx 20 part mercaptan per million liquid LPG (20 ppm).

LPG is slightly toxic. Although it is not poisonous in vapour phase, it suffocates when present in large concentrations due to displacement of oxygen. Immediately Dangerous to Life & Health (IDLH) value of LPG is generally taken as 115000 ppm.

Highly inflammable pyrophoric iron sulphide is formed due to reaction of loose iron/iron oxide with sulphur or its compounds. Formation of pyrophoric iron sulphide is prevented by totally eliminating H2S, limiting the total volatile sulphur to 0.2% by mass and reducing loose iron oxide by thoroughly cleaning the storage vessels internally during outage.

However, pyrophoric iron sulphide will not spontaneously ignite in a Mounded Vessel or a cylinder due to high concentration of LPG which is much above the upper flammable limit. When these vessels are aired (during opening to atmosphere or air entrapped condition) to within or below the range, it will ignite spontaneously unless steam/water is used to cut the sulphur iron reaction. Similar type of precaution is needed while opening the strainers of LPG pumps or any other location where loose iron oxide is expected.

HAZARDS OF LPG

When LPG is released from a storage vessel or a pipeline, a fraction of LPG vaporizes immediately and the other portion forms a pool if the released liquid quantity is more. LPG from the pool vaporizes rapidly entrapping some liquid as droplets as well as considerable amount-of air, forming a gas cloud. The gas cloud is relatively heavier than air and forms a thin layer on the ground. The cloud flows into trenches and depressions and in this way travels a considerable distance.

As the cloud formed in the area of spill moves-downwind under influence of wind, it gets diluted. A small spark within the flammability limit can cause flash fire, explosion


PFR

12 | P a g e

and if the liquid pool still exists and remains in touch of cloud under fire it can ignite the whole mass of liquid. However, in case of non existence of any source of fire there will be no occurrence of hazardous event and the cloud may get diluted to such a level that the mixture is no longer explosive.

IMPORTANT PROPERTIES OF LIQUIFIED PETROLEUM GAS (LPG)

Sr. No.

Property Remark

1. Appearance and Odour

Colourless and odourless gas when pure. Normally marketed with mercaptan odouring agent.

2. Composition

Mixture of commercial propane, butane and unsaturated hydrocarbons.

3. Liquid Density 500 to 580 kg/m³at 15 deg. C depending on composition

4. Vapour Density 1.5 to 2.0 times heavier than air. 5. Boiling Point -50 to -0.5 deg. C. 6.

Flammability Limits in Air LFL - 1.9% V/V. UFL - 9.5% V/V.

7. Permissible Exposure Limit-OSHA Standard

1000 ppm (1800 mg/m3 )

Different types of combustion reactions associated in case of release of LPG from the containment are listed in the following sections. Escaping jet of LPG from pressure vessels / piping, if ignited, causes a Jet flame. The jet flame direction and tilt depend on prevailing wind direction and velocity. Damage, in case of such type of jet fires, is restricted within plant boundary. However, the ignited jet can impinge on other vessels and equipment carrying LPG and can cause domino effect.

SAFETY PHILOSOPHY

LPG is a common material used extensively in households as well as industry. If its characteristics are understood well and proper precautions as stipulated in various codes and standards are followed, it is an easy and safe material to handle. Accordingly, in most of the developed / developing countries, where LPG is consumed in million tons / year, specific codes and standards are available for storing and handling of LPG.

LPG INSTALLATIONS - CODES & STANDARDS

Codes and standards which are generally followed for LPG installations are as follows:

1. NFPA (National Fire Protection Association of USA) Standards - NFPA-58: Standard for the Storage and Handling of Liquefied Petroleum

Gases

- NFPA-59: LP-Gases at Utility Gas Plants 2. API (American Petroleum Institute) Standards

- API-2510: Design & Construction of LPG installations 3. IP (Institute of Petroleum) Standards.


PFR

13 | P a g e

- IP-9: Liquefied Petroleum Gas - Large Bulk Storage of Pressurized and Refrigerated LPG

4. The Static and Mobile Pressure Vessels (Unfired) Rules, 1981 of India (SMPV Rules)

5. OISD (Oil Industry Safety Directorate) Guidelines - OISD RP-158: Recommended Practices on Storage and Handling of Bulk

Liquefied Petroleum Gas (LPG), 1997. (This is being followed by Public Sector Refineries and Oil Industry in India. It is currently a guide and not a mandatory code or standard).

- LPG storage tanks tike any other pressurised vessels may be designed as per any of the following well known international or local codes / standards:

- ASME, Section VIII, Division I - ASME, Section VIII, Division II

3.1 Type of Project including interlinked and interdependent projects, if any

There is no interlinked with this project. This project is coming in existing plant.

3.2 Location (specific location and project boundary & project lay out) with coordinates

The latitude and longitude of proposed site is 12°58'42.05"N and 76°52'58.43"E.

Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted

Alternative sites have not been considered for proposed project because the proposed project is coming in existing plant area inside the HPCL Bottling Plant, Yediyur, Tehsil- Kunigal, District- Tumkur, Karnataka. Major Factor involved in the selection of site are listed below

• Availability of raw material through HPCL Pipeline. • Very Scattered population. • Site is connected with National Highway (NH-48) for easy transport of product. • Site is near to railway station. • There is no forest or eco sensitive area within the 10km of project site

3.3 Size or Magnitude of Operation

This is an expansion of existing project to construct LPG Storage Terminal. Class A, product will store and dispatched according to demand of market. All facilities including admin building and other important structures are already constructed rest land and 33% (18.53 Acres )of total land will be used for green belt development.

3.4 Raw material required along with estimated quantity, likely source, marketing area of final products, mode of transport of raw material and finished product.


PFR

14 | P a g e

Raw material in form of LPG will be supplied by road through anyone or all sources viz. HPCL Pipeline (Mangalore) and also having unloading facility through tankers also.

3.5 Resource optimization/recycling and reuse envisaged in the project, if any, should be briefly outlined.

The sources of waste water from the proposed terminal are from canteen facilities and office building. The waste water is treated in sewage treatment plant and is reused for gardening and other activities like toilet flushing and cleaning purposes. Zero discharge is proposed for the terminal project. There is no process effluents generated. Hence impact on water quality from the proposed project is insignificant.

3.6 Transportation details of Raw Materials

The raw material will be transported through HPCL Pipeline and trucks in bulk tank trucks having net capacity upto 18 MT of LPG.

3.7 Availability of water its source, energy/power requirement and source should be given

3.7.1 Water Source

The source of water for the proposed project will be meeting through three Borewell. The present

water requirement is 20 KLD. No additional water will be required for the is project.

Effluent from DPT shed is treated at existing 10 KLD ETP.

3.7.2 Electricity & Fuel Requirements

S. No.


Total Capacity

1 Power requirement 500 KVA 250KVA 750KVA 2 DG set capacity 750 & 380 KVA NA 750 & 380 KVA

3.8 Quantity of waste to be generated (liquid and solid) and scheme for their management /disposal

3.8.1 Waste Water generation & Management plan

Zero discharge is envisaged for proposed project. There is no process effluents generated. Hence impact on water quality from the proposed project is insignificant.

The sources of waste water is from the existing canteen facilities and office building whose quantity remains unaffected due to proposed project. The waste water is being diverted in soak pits and some quantity is being reused for gardening and other activities.


PFR

15 | P a g e

3.8.2 Solid & Hazardous waste generation & Management plan

No cylinder bottling will be increase capacity in this project only storage will increase. No hazardous waste generation is envisaged due to operation of proposed mounded storage vessel. The generation of hazardous waste in form of Lube Oil from other existing allied facilities viz. 200 litre/year, Oil Soaked cotton waste 360 Kg/Annum, Discarded container 20mo’s/Annum and paint sludge 2400 Kg/Amnnum..

Solid commercial waste from office building and biodegradable waste from canteen will be segregated. It is proposed to use the biodegradable waste for the gardening purpose after vermin composting. The impact of solid waste on the environment will be insignificant.


PFR

16 | P a g e

4 SITE ANALYSIS

4.1 Connectivity

Nearest railway station : Yediyur Railway Junction, 1.s km (S)

Nearest highway: NH-48 (1.3 km, N)

Nearest Airport: Kempegowda international airport,Bengaluru (100 km, NE)

Figure 2: Connectivity of Proposed plant

4.2 Land Form, Land Use and Land Ownership

The existing plant area is about 75 Acres and upcoming proposed facility coming in same premises. There is no additional land is required for LPG Terminal.

4.3 Topography (along with map).

Tumkur lies in the Archaean complex of granite, gneisses and schists. The major soil types include red loamy, red sandy, mixed red and black soil. The predominant soil in the eastern


PFR

17 | P a g e

tract of Karnataka is the red soil overlying the granite from which it is derived. The red soils are shallow well-drained to excessively drained, reddish brown to yellowish brown, gravely sandy loam to sandy clay loam, moderate to severely eroded. The medium deep black soil are moderately deep, moderately well-drained, dark brown to very dark greyish brown, non-calcareous cracking clay to silty clay soils, moderately to severely eroded.

The topography of the site is plain. Refer Annexure –I.

Figure 2: Plant Boundary of Proposed plant

4.4 Existing land use pattern

The project area is flat Industrial area; there is no national park, wild life sanctuary, eco sensitive areas within 10 Km from the proposed project boundary. CRZ is not applicable to the proposed project. Details study area map is given in Annexure II.

4.5 Existing Infrastructure

The existing site is very well connected through road facility NH-75 and also very well


PFR

18 | P a g e

developed internal road.

4.6 Soil Classification Soil investigation will be done during construction of LPG Storage

Terminal.

The district is generally, an open tract except in the south of Kunigal taluk, where the area is covered with intensive thick fore sts with hills. The other parts consist of mainly undulating plains interspersed with clumps of tall and well grown trees. To the east of Tumkur and north of Devarayana Durga, the region presents beautiful scenery of hill ranges intersected by cultivated valleys.

Long ranges of hills running roughly south-south east direction occupy the western part of the district. A narrow range of granitic hills grouped under closepet granites occupies the eastern part. These hills pass through the taluks of Pavagada, Madhugiri, Koratagere and northern parts of Tumkur. In the eastern part, the hills comprising of schistose rocks passes through Chikkanayakanahalli, Sira, and Gubbi taluks. The prominent hills in the eastern range of hills are Kamandadurga (1077 m), Nidugal (1148m), Madhugiridu rga (1199 m), Channarayadurga (1138 m) Koratagiri (879m), Devarayanadurga (1187m), Nijogal (1086m), Hutridurga (1130) and Huliyardurga (844m) above mean sea level. The landmass in the plains ranges between 45 0 to 840 m above msl. While hilly areas range between 840 to 1500 m above msl. Major types of soils occurring in the district are 1) Red loamy soil, 2) Red sandy soil and 3) Mixed red and black soils. Red loamy soil occurs in eastern central part of the district covering Koratgere, Tumkur, and eastern parts of Madhugiri and Kunigal Taluks. Red Sandy soil coversrest of the area except very small area in the northwestern part of C.N. Halli Taluk where Mixed Red and Black soil occur. Red soils have good drainage but poor in lime and bases.

4.7 Climatic data from secondary sources

Tumkur district falls in the eastern dry agro climatic zone. The temperatures start rising from January to peak in May, around 40o C is common.

Thereafter it declines during the monsoon period. The humidity is lowest during the dry season and highest during the monsoon period. The winds are predominantly south westerly during the summer monsoon and northeasterly during the winter monsoon. The annual potential evapotranspiration is over 1800mm with monthly rates less than 100mm during December and January and over 250 mm during May.

The year may broadly be classified into four seasons. The dry season is from January to February. It is followed by hot weather from March to May. Over 18 percent of annual rainfall occurs during the pre monsoon season. The monsoon season is from June to September. This season yields around 52 percent of the annual rainfall. The post monsoon period from October to December may be contributes around 30 percent of annual rainfall.


PFR

19 | P a g e

On an average, annually over 650mm rainfall occurs in nearly 45 rainy days


PFR

20 | P a g e

5 PLANNING BRIEF

5.1 Planning Concept (type of industries, facilities, transportation etc) Town and Country Planning/Development authority classification.

Type of Industry: Isolated storage 3X 1400 MT (Total 4200MT) Mounded vessel Project.

5.2 Population Projection

As per the provisional figures, the population of census 2011- 305821. Majority of the city's population speaks Kannada, while other languages such as Telugu, Tamil, Urdu and Hindi are also spoken. The population of the city and the pattern of its increase over the years are set out in the table below. It is observed that while the population increase was approximately 65% during the decade of 1981-91, the next decade (1991-2001) witnessed a decrease in the decadal growth rate to approximately 38%. As per 1991 census the population of Tumkur was 1,79,877 and increased to 2,48,929 as per 2001 census. However, currently as a result of the influx of several service industries in and around the city, the increasing agricultural activities in and around the city and expansion in the education sector has been the major cause for an increased population of approximately 3,05,821 with decadal growth of 23%.

(Source:http://www.municipaladmn.gov.in/sites/municipaladmn.gov.in/files/CSP_Tumkur.pdf)

5.3 Assessment of Infrastructure Demand (Physical & Social)

On the basis of the preliminary site visit, the infrastructure demand in the villages was assessed on the basis of need and priority. Employment would be as per prevailing norms of state government for skilled and unskilled people for the proposed project activity.

5.4 Amenities/Facilities

Proper site services such as First Aid, Canteen, Drinking Water, etc. will be provided to the workers.


PFR

21 | P a g e

6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

The project is fall in exiting the HPCL premises. No additional land will be required.

6.2 Residential Area (non-processing area)

No residential area proposed in upcoming project

6.3 Green belt

33 % Green belt is already proposed..

6.4 Drinking water management (source & supply of water)

Existing drinking water management system is sufficient for proposed project. No additional facility will be required.

6.5 Sewage system

Existing Sewage system with soak pits and septic tanks is sufficient for proposed project. No additional facility will be required.

6.6 Industrial waste management

No cylinder bottling will be increase capacity in this project only storage will increase. No hazardous waste generation is envisaged due to operation of proposed mounded storage vessel. The generation of hazardous waste in form of Lube Oil from other existing allied facilities viz. 200 litre/year, Oil Soaked cotton waste 360 Kg/Annum, Discarded container 20mo’s/Annum and paint sludge 2400 Kg/Amnnum..

6.7 Power requirement & supply/ source

S. No.


Total Capacity

1 Power requirement 500 KVA 250KVA 750KVA 2 DG set capacity 750 & 380 KVA NA 750 & 380 KVA


PFR

22 | P a g e

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN

7.1 Policy to be adopted (central/state) in respect of the project affected persons including home oustees, land oustees and landless labourers (a brief outline to be given)

Not applicable because the proposed project is located in Existing plant of HPCL.


PFR

23 | P a g e

8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely data of completion (time schedule for the project to be given)

Terminal Likely time schedule for completion of project is 28 months.

8.2 Estimated project cost along with analysis in terms of economic viability of the project.

The total cost for the project for setting up of 3 X1400 MT mounded storage vessel project is 45 crore .


PFR

24 | P a g e

9 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)

9.1 Financial and social benefits with special emphasis on the benefit to be local people including tribal population, if any, in the area.

The project will be beneficial to people as the company progress and expands its activity gradually. Through CSR activity company management will be committed to improve infrastructural facilities for the local people in fields of Environmental, Medical, and Transportation etc. The local people will be benefited by way of indirect employment opportunities which will improve the socioeconomic environment of the area.


PFR

25 | P a g e

ANNEXURE I- STUDY AREA MAP


PFR

26 | P a g e

new pre fisibility reportenvironmentclearance.nic.in/writereaddata/online/tor/05... · 2017. 5....

Documents