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1.0 EXECUTIVE SUMMARY
Hindustan Petroleum Corporation Limited (HPCL) is one of the major Public Sector
“Navratna” Oil Company engaged in refining, marketing and distribution of Petroleum
Products in India. HPCL owns wide network of distribution and marketing infrastructure
throughout the country.
HPCL commissioned Vizag to Vijayawada pipeline in 1998 & Vijayawada to Secunderabad
pipeline in 2002 with a name plate capacity of 5.38 MMTPA for transportation of MS,
HSD, SKO & ATF (especially to feed Andhra Pradesh & Telangana market).
The current proposal is for augmentation of facilities at Kadapa Depot by installing
additional pumping facilities and pigging facilities as a part of proposed VDPL project.
1.1 SALIENT FEATURES OF THE PROJECT
Project name Augmentation/Conversion of pumping/pigging
facilities at Kadapa Depot
Location of the pipeline Kadapa Depot (tap-off/receipt station), Region-
Rayalseema, Dist- Kadapa, State- Andhra Pradesh
Latitude 14°25'0.74"N to 14°24'56.89"N
Longitude 78°56'41.58"E to 78°56'13.74"E
Products to be transported Motor Spirit, High Speed Diesel and Superior
Kerosene Oil
Existing Capacity of the
Terminal
25000 KL (MS- 5600 KL, HSD- 16800 KL & SKO- 2600
KL)
Proposed capacity of the
Terminal
No change similar as existing i.e 25000 KL (MS- 5600
KL, HSD- 16800 KL & SKO- 2600 KL)
Proposed Time of Completion
of Project
36 Months after obtaining statutory clearances
Proposed facilities Intermediate pumping, Pigging cum Tap-off station
No of working days in a year 300
Water demand 10 KL/D
Sources of water Tanker Supply
Man power 100
Nearest railway station Kanamalo palle – 3 km (approx.), NWof
Kapada Depot
Bhakarapet Railway Station- 3 km (approx.),
East of Kadapa Depot
Nearest state highway/national
highway
NH-18- The national highway lies at an approx
distance of 9 km in West direction from the
project site.
Bellary-Nellore Road- Adjacent to Kadapa
Depot.
Nearest air-port Kadapa domestic airport approx 22 kms NE direction
from the Kadapa Depot.
Seismic zone Zone-II (As per 1893:2002)
Capital Cost 86.55 Crores
1.2 PROPOSED PLANNING
HPCL has proposed for augmentation of facilities at Kadapa Depot by installing additional
pumping facilities and pigging facilities as a part of proposed VDPL project.
The schedule is based on the assumption that an EPMC will be engaged to provide the
necessary specialized services in the areas of Basic Design, Detailed Engineering,
Procurement, Construction Supervision, Commissioning Assistance and Project
Management Services.
All the proposed activities shall be commenced at site only after obtaining necessary
approvals from concerned authorities i.e. MoEF&CC /SEIAA and SPCB.
2.0 INTRODUCTION & BRIEF DESCRIPTION OF THE PROJECT
The current proposal is for the facilities augmentation at Kadapa Depot, which is an
intermediate pumping cum tapoff/receipt station considered for VDPL project. Facilities at
this station shall consist of Basket Filter, Sump Pump & Tank, Flow Meter, Pressure
Control Valves etc.
2.1 IDENTIFICATION OF PROJECT PROPONENT
Hindustan Petroleum Corporation Limited (HPCL) is one of the major Public Sector
“Navratna” Oil Company engaged in refining, marketing and distribution of Petroleum
Products in India. HPCL owns wide network of distribution and marketing infrastructure
throughout the country. It is an Indian state-owned oil and natural gas company with its
headquarters at Mumbai, Maharashtra. It has about 25% market-share in India among
public-sector companies (PSUs) and a strong marketing infrastructure. The Government of
India owns 51.11% shares in HPCL and others are distributed amongst financial institutes,
public and other investors. The company is ranked 367thon the Fortune Global 500 list of
the world's biggest corporations as of 2016.
2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND/OR REGION
To meet the heavy demands of petroleum products in Andhra Pradesh, Tamil Nadu,
Karnataka and Telengala, the capacity of the existing VVSPL has been decided to enhance
from 5.68 to 8 MMTPA for which, capacity of existing terminals and depot has to be
enhanced and also a new pipeline has been proposed from existing Kondapalli Terminal to
the proposed Dharampuri Terminal with proposed throughput capacity of 4.24 MMTPA
(Phase-I) and 5.85 MMTPA (Phase-II).
The project will not only benefit in meeting the huge demand of petroleum products, but
also provide direct employment to about 100 persons including skilled, semi-skilled &
unskilled laborers. Additional jobs will be created by way of transportation of construction
materials and greenbelt development.
2.4 DEMAND-SUPPLY GAP
The current market demand in Tamil Nadu and part of Andhra Pradesh is to the tune of
2.71 MMTPA and demand en route of northern Karnataka and adjoining part of
Maharashtra accounts to 1.8 MMTPA.
The heavy demand of petroleum products can be accomplished by increasing the existing
capacities of the terminals and by laying more pipelines.
2.5 IMPORTS VS. INDIGENOUS PRODUCTION
The crude oil requirement of the refineries is met partly by Indigenous crude and balance
through imports. HPCL also imports finished petroleum products for meeting domestic
market requirement. The crude oil import for HPCL’s refineries is approx. 220 thousand
barrels per day (11.0 Million tons per annum).
2.6 EXPORT POSSIBILITY
HPCL already exports products and intermediate streams from its refineries. However, this
project shall involve transportation of petroleum products only in the country and not
outside.
2.7 DOMESTIC/ EXPORT MARKETS
The proposed project shall only cater demands within the country. Hence, this is not
applicable.
2.8 EMPLOYMENT GENERATION
About 100 workers including skilled, semi-skilled & unskilled labors shall be engaged
through project proponent from the local areas for the construction phase of the project.
Proper maintenance of plantation activities shall generate additional employment.
3.0 PROJECT DESCRIPTION
3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY
The proposal is for augmentation of facilities at Kadapa Depot by installing additional
pumping facilities and pigging facilities as a part of proposed VDPL project. The VDPL is a
new pipeline proposed by HPCL for which the originating point of the project will be
Vijayawada (Konpadalli) followed by Kadapa which is considered as a tap-off point and
finally the pipeline will comes to an end at Dharmapuri location.
3.2 LOCATION OF PROJECT WITH COORDINATES
The proposed project is an existing project located at Kadapa, Region- Rayalseema, District-
Kadapa, State- Andhra Pradesh. General location of the project stretch is given in Figure 1:
Latitude 14°25'0.74"N to 14°24'56.89"N Longitude 78°56'41.58"E to 78°56'13.74"E
Figure 1: General location of the existing terminal
Figure 2: General location of the proposed pipeline stretch from Vijayawada to
Dharampuri Terminal
3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE,
PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED
The proposal is for augmentation of facilities by installing additional pumping facilities and
pigging facilities at existing depot located at Kadapa, hence no alternative sites are
considered or proposed.
3.4 SIZE OR MAGNITUDE OF OPERATION
It is proposed to augment the facilities by installing additional pumping facilities and
pigging facilities at the depot. Also, as per the requirement of the region storage capacity
for MS, HSD & SKO at Kadapa depot will be slightly changed.
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
The proposed project only involves transport of petroleum products and storage in the
dispatch and receiving terminals. Thus, no raw materials are required.
3.4.1 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE
Maximum attempt shall be made to utilize existing resources of HPCL.
3.5 AVAILABILITY OF WATER, ITS SOURCE, ENERGY / POWER REQUIREMENT & SOURCE
3.5.1 Water Requirement
The existing drinking water facilities are sufficient at the site. However, for expansion work
at the site water demand is estimated separately. Water requirement for human
consumption, plantation and dust suppression shall be 10 KLD, which shall be met from
tanker supply from the nearby village. Breakup of water requirements is as given below:
Water Requirement(for each location)
S.
No.
Description of
requirement
Water
requirement
(KLD)
Source
1. Drinking 2 Tanker supply
2. Other Domestic
Requirement
4 Tanker supply
3. Dust Suppression 2 Septic tanks
4. Green Belt
Development
2 Septic tanks
TOTAL REQUIREMENT 10 KLD
Figure 3:Water balance diagram
3.5.2 Power
Power supply shall be taken from State Electricity Board. Battery backup shall be provided
at all stations for emergency loads. Emergency power by DG sets, UPS supply for
instrumentation, Telecom & SCADA also to be considered at dispatch & receipt stations.
Power supply will be taken from 4 pole structure. Power required for pipeline facility to be
provided from terminal MCC room. DG sets and UPS system will be provided for new
facilities.
Power supply of 33KV shall be available from State Electricity Board from different source
of substation by installing isolator fuses, along with lightning arresters by State
Electricity Board near the dispatch Station along with tariff metering. This 33KV
supply shall be further stepped down to 6.6KV supply according to system
requirements through transformers and outgoing feeders are for motors and 6.6KV supply
from secondary of same transformer shall be further stepped down to 415V by another
transformer’s supply according to system requirements through transformers and
outgoing feeders are for Power to auxiliary service boards, lighting boards, UPS & other
loads. All motor above 160KW shall operate at 6.6 KV voltage level. 415 V capacitor banks
shall be provided to improve the overall power factor of the system.
Proposed/Existing Emergency 315 KVA DG set shall be provided for the emergency load
like UPS, CPTR, Battery Charger and Emergency lighting load etc also 5 KW DC battery
charger is considered at Kadapa tap-off point to meet the DC power requirement of
circuit breakers, electrical panels & Instrumentation.
Additionally, four (4) welding teams shall have DG sets of 5 KVA each and two (2)
radiography teams shall have DG sets of 5 KVA each.
3.6 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR
MANAGEMENT/ DISPOSAL
3.6.1 WASTE GENERATION & ITS DISPOSAL
Only Municipal Solid waste shall be generated by the project, which shall be collected in
colored bins provided at site.
The total amount of solid waste is as follows:-
Total No. of Employees=100
Solid Waste Generation Rates=0.5 Kg/person
Total Solid Waste Generated=50 Kg
(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health &
Environment Engineering Organization, Ministry of Urban Development, (Government of
India, May 2000))
Following arrangements will be made at the site in accordance to Solid Hazardous Wastes
(Management and Handling) Rules, 2016.
Collection and Segregation of waste
Separate colored bins will be provided for dry recyclables and bio-degradable waste.
Adequate numbers of colored bins are proposed to be provided.
Litter bin will also be provided.
Treatment of waste
Bio-Degradable wastes
Compost generated by the septic tanks will be used for horticulture as manure.
Horticultural Waste is proposed to be composted and will be used for gardening purposes.
Recyclable wastes
Grass Recycling – The cropped grass/bushes will be spread on the green area. It will act as
manure after decomposition.
Recyclable wastes like paper, plastic etc. will be sold off to recyclers.
Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back
arrangement will be made for batteries.
Disposal
The liquid effluents and solid waste shall be appropriately treated and disposed, so that
these will not affect the environment. Spent catalyst/Spent Oil are expected to be generated
which will be disposed as per SHW rules 2016.
The inert non-recyclable wastes will be disposed through government approved agency for
land filling.
3.7 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVE
INFORMATION OF EIA PURPOSE
As the project is categorized in category-B of Schedule under item 6(b) in the EIA
notification, 2006 and its subsequent amendments, it shall be taken up at the State
Environment Impact Assessment Authority (SEIAA)/State Expert Appraisal Committee for
the purpose of obtaining Environment Clearance. Schematic representation for EIA
purpose is given below:
FIGURE 4: SCHEMATIC FLOWCHART OF EIA PROCESS
4.0 SITE ANALYSIS 4.1 CONNECTIVITY
The proposed project stretch is well connected through road, rail and air network and a
number of Railway stations, Airports, State Highways and National Highways connect the
project site to the other parts of the country.
A few of them are provided below-
(A) Railway Stations-
Kanamalo palle – 3 km (approx.), NWof Kapada Depot
Bhakarapet Railway Station- 3 km (approx.), East of Kadapa Depot
(B) Airport-
Kadapa domestic airport approx 22 kms NE direction from the Kadapa Depot.
(C) National Highway-
NH-18- approx distance of 9 km in West direction from the project site.
SH- 31 (Bellary-Nellore Road)- Adjacent to the project site
4.2LANDFORM, LANDUSE AND LAND OWNERSHIP
4.2.1 LANDFORM
The project falls in Kadapa district. A part of study area falls under forest area.
4.2.2LAND USE
The project stretch is in an agricultural land with patches of forest areas.
4.2.3LAND OWNERSHIP
The acquisition of land is still in progress.
4.3TOPOGRAPHY
The topography of the area is undulating plain and mostly involves agricultural land and
patches of forest land. The topographical map with contours shall be provided with the EIA
report.
4.4EXISTING LAND USE PATTERN
The existing land use pattern of the pipeline stretch is agricultural land and patches of
forest land.
4.4.1 ENVIRONMENTAL SENSITIVITY
S.No. Sensitive Ecological
Features
Name Aerial Distance (in
km.) from Mine
Lease boundary
1. National Park /
Wildlife Sanctuary
- The project area does
not pass through any
of the national
park/wildlife
sanctuary.
2. Ranges/Hills Palkonda Ranges, Kadapa These hills are
situated at an approx
distance of 7.5 km in
west direction from
the project location.
3. Tiger
Reserve/Elephant
Reserve / Turtle
Nesting Ground
None -
4. Reserved Forst None -
5. Habitat for migratory
birds
None -
6. Lakes/Reservoir/Da
ms
None -
7. Stream/Rivers Cheyyeru River Approx 6 km in
North direction
8. Estuary/Sea None -
9. Mangroves None -
10. Mountains/Hills None -
11. Notified
Archaeological sites
None -
12. Industries/Thermal
Power Plants
None -
13. Defense Installation None -
14. Airports Kadapa domestic airport Approx 22 kms NE
direction from the
Kadapa Depot.
S.No. Sensitive Ecological
Features
Name Aerial Distance (in
km.) from Mine
Lease boundary
15. Railway Lines Kanamalo palle
Bhakarapet Railway Station
3 km (approx.), NW
of Kapada Depot
3 km (approx.), East
of Kadapa Depot
16. National / State
Highways
NH-18
SH- 31 (Bellary-Nellore Road)
Approx distance of 9 km in West direction from the project site.
Adjacent to project
site.
4.5 SOIL CLASSIFICATION
The nature and soil type play an important role in agriculture and have direct relation with
groundwater recharge. Physiography, climate, drainage and geology of the area are the
factors responsible for the nature and type of soil and soil cover. The soil type also depends
upon the slope and rate of erosion.
Kadapa district is endowed mainly with red and black soils ranging from poor to fertile
soils. The soil of the district has been classified into red ferruginous soil and black spoil.
These two classes can be sub divided into clay, loam sand with finer distinctions. Red soils
occupy 53% of the cultivated area and are mostly situated in L. R. Palli, Rayachoty,
Rajampet, Pulivendla and Kodur Mandals. These soils have a low nutrient status. Black
corson soil lands are 24%, black soil 19%, sandy soil lands 4%, red soil lands 25%.
4.6CLIMATIC DATA FROM SECONDARY SOURCES
The climate of the study area is generally hot, humid, tropical and features fairly hot
temperatures over the year except during the monsoon season. The summer season in this
study area generally extends from March to June. During these months the moisture level is
quite high. The coastal areas have higher temperatures than the other parts of the state. In
summer, the temperature generally ranges between 20 °C and 40 °C. At certain places the
temperature is as high as 45 degrees on a summer day. The summer is followed by the
monsoon season, which starts during June and continues till September. This is the season
for heavy tropical rains in the study area. The major role in determining the climate of the
state is played by South-West Monsoons. About one third of the total rainfall is brought by
the North-East Monsoons around the month of October in the state. The winters in the area
are pleasant. October to February is the winter months. The winters are comparatively
mild. The range of winter temperatures is generally from 13 °C to 30 °C.
4.7SOCIAL INFRASTRUCTURE
Numerous social infrastructure like educational facilities (primary and higher secondary
schools, Degree College), drinking water supply, post and telegraph, public transportation
and hospitals are available in the study area. The details of the same are provided in Form-
I.
5.0PLANNING BRIEF
5.1PLANNING CONCEPT
To ensure effective and reliable control, management and supervision of the Kadapa Depot
(tap-off point) are envisaged to be monitored and controlled from IP Based SCADA
system consisting of Master Stations (MS) proposed at Tap off at Kadapa Depot. The
depot shall have dedicated Telecommunication system considering the MS and EMS as
proposed for SCADA & APPS. Considering the implementation schedule, comparative
economics of various communication media, Internet Protocol (IP) based optical fiber
communication system is proposed as the main communication system for the depot
operation and for future requirements and for back up communications on dedicated
leased line from other service provider after reviewing the suitability may be considered.
5.2ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)
Any infrastructure development is not required as the laborers hired for the augmentation
process shall be locals and will come by foot or bi-cycles to the site. Also, as the Kadapa
Unit is an existing unit and has its well equipped infrastructure facilities which are
available at the site for worker/laborers.
5.3AMENITIES/FACILITIES
5.3.1 OFFICE, WORKSHOP ETC.
Proper site services such as First Aid, Rest Shelter, and Drinking Water will be provided to
the workers/staffs.
5.3.2 Rest Shelter
Rest shelter along with first-aid station complying with all the provisions of Safety norms
shall be provided by project proponent.
5.3.3Water Supply
Water will be supplied for human consumption, sanitation, dust suppression and
plantation as it is being done in the existing unit.
5.3.4Power Supply
Existing power supplies are adequate for the proposed expansion at the terminal.
5.3.5 Security Arrangements
Existing security measures at the site are adequate to combat any situation.
6.0PROPOSED INFRASTRUCTURE
6.1 INDUSTRIAL AREA (PROCESSING AREA)
Kadapa Depot is an existing unit and arrangements like site office, rest shelters etc. will be
provided to the workers. No permanent infrastructure is proposed, as the workers shall
come from home by foot or Bi-cycles. No other industrial area is proposed to be
constructed.
6.2RESIDENTIAL AREA (NON PROCESSING AREA)
As the local person shall be employed, no residential building/housing are proposed.
6.3GREEN BELT
A well developed green belt is present in and around the Kadapa Unit. Further, five
hundred (500) saplings will be planted each year as a compensatory plantation in
consultation with local authorities and maintenance of the same will be ensured.
6.4SOCIAL INFRASTRUCTURE
In-line with the Social Responsibility Activities at other operational sites, relevant
developmental assistance shall be rendered depending on the local needs identified
through studies including education facilities, sanitation facilities, water supply, medical
camps etc.
6.5CONNECTIVITY
Site is well connected to existing roads (NH & SH) and rail network. There is no proposal to
develop new road and rail links.
6.6DRINKING WATER MANAGEMENT
Water requirement for drinking will be 10 KLD, which will be met from tanker supply.
6.7SEWERAGE SYSTEM
Sewage generated by the workers will be treated in septic tanks as it is being done at the
existing terminal.
6.8 INDUSTRIAL WASTE MANAGEMENT
Not applicable, as there will not be any overburden or wastewater generation due to the
proposed expansion activity. No industrial activities are involved in the operation.
6.9 SOLID WASTE MANAGEMENT
Waste generated will be treated as per the industry standards . The food wastes generated
by the workers shall be disposed in bins provided at site.
6.10POWER REQUIREMENT & SUPPLY/ SOURCE
The power required for carrying out the laying of pipeline operations shall be managed by
local authorities and power backup shall be managed by DG sets.
7.0 REHABILITATION AND RESETTLEMENT (R&R) PLAN
No human settlements are to be affected by the project and hence, no Rehabilitation and
Resettlement plan is required.
8.0PROJECT SCHEDULE & COST ESTIMATES
8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF COMPLETION
The construction and installation activities shall be started only after obtaining
environmental clearances and approvals from other authorities (MoEF&CC/SEIAA/SPCB).
8.2ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE
PROJECT
The total cost of proposed expansion project is estimated as Rs. 86.55 Crores.
9.0ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
9.1FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO THE LOCAL
PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA
The proposed project is expected to meet the huge demand of petroleum products in
Andhra Pradesh, Tamil Nadu, Karnataka and Telengana. The project will also enhance the
socio-economic condition of the area and will contribute in sustainable development of the
nation. The project activity will not have any major impact on the environment.
HPCL shall consider the following general measures for the socio – economic upliftment of
the nearby villages as its Corporate Social Responsibility-
Providing Job Opportunity
Vocational Training to Local Youth
Education
Providing Medical Assistance
Infrastructure Development
Social Afforestration
Games, Sports and Culture