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PRE-FEASIBILITY REPORT
PRE-
BHARAT PETROLEUM
(EXPANSION OF STORAGE CAPACITY IN
CHERLAPALLI VILLAGE, KAPRA
MEDCHAL
M/s. SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, BLOCK
VISAKHAPATNAM (Dt), ANDHRA PRADESH
QCI No: 14
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1
-FEASIBILITY REPORT
For
PETROLEUM CORPORATION LIMITED
STORAGE CAPACITY IN EXISTING CHERLAPALLI
TERMINAL)
AT
CHERLAPALLI VILLAGE, KAPRA MANDAL
MEDCHAL DISTRICT, TELANGANA - 508001
Submitted by
M/s. SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, BLOCK-B, B-1, IDA, AUTONAGAR,
VISAKHAPATNAM (Dt), ANDHRA PRADESH
QCI No: 145, MoEF & NABL Recognized Laboratory
`
CORPORATION LIMITED
EXISTING CHERLAPALLI
M/s. SV ENVIRO LABS & CONSULTANTS , IDA, AUTONAGAR,
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1.0 INTRODUCTION:
1.1 Brief Description of the Project
M/s. Bharat Petroleum Corporation Limited has set up a bulk storage & dispatch
facility of MS, HSD and ATF at Cherlapally, HCL PO, Kapra mandal, Medchal district,
Hyderabad, Telanagana. Products are pumped from storage tanks to Tank Lorry Filling
gantry where Tank trucks will be filled prior to dispatch by road.
The current proposal has been submitted to State Level Environmental
Impact Assesment Authority Telangana for the proposed installation of ATF above
Ground storage Tank (1x3800 KL).
Existing plant is having environmental clearance vide order no: SEIAA/AP/RRD –
25/07-571 Dt: 20.05.2011, consent for establishment is obtained vide order no:
17022640576 Dt: 28.07.2017 and for the same consent for operation is obtained vide
order no: 17082533397 Dt: 17.01.2017 valid till 31.12.2021.
1.2 Nature of the Project:
BPCL Cherlpalli Installation operates strictly as a storage & filling facility for
hydrocarbon products. No by-products/additional products are generated/
manufactured during the operations. Hence, the present proposal is classified under
Schedule 6 (b) & Category ‘B’ according to EIA Notification 2006 & subsequent
amendments.
1.3 Profile of the Project Proponent:
Bharat Petroleum Corporation Limited is an Indian state-owned oil and gas corporation
with its headquarters in Mumbai, India. It is the world's 126th largest corporation,
according to the Fortune Global 500 list, and the largest Public Corporation in India when
ranked by revenue.
The company is mainly controlled by Government of India which owns approximately
59% shares in the company. It is one of the seven Maharatna status companies of India,
apart from Coal India Limited, NTPC Limited, Oil and Natural Gas Corporation,
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Steel Authority of India Limited, Bharat Heavy Electricals Limited and Gas Authority
of India Limited.
BPCL and its subsidiaries account for a 49% share in the petroleum products market,
31% share in refining capacity and 67% downstream sector pipelines capacity in India.
The BPCL Group of companies owns and operates 4 of India's 22 refineries with a
combined refining capacity of over 25 Million metric tonnes per year. BPCL has
recorded outstanding results in all the facets of business for the year 2013-2014. Both in
Refining and Marketing excellent results have been delivered which have contributed
to the Company achieving the highest ever net Profit till date of Rs. 4060.88 Cr
surpassing the previous year’s record of Rs. 2642 Cr.
1.4 Need for the Project & its Importace
At present BPCL Cherlapalli Installation is having 4 no.s of tanks 2 x 1200 KL and 2 x
2500 KL of ATF. But as per the current scenario, to cater the current market demands
with 3 days of back up storage 1 x 3800 KL of A/G ATF Tank is required. Therefore it is
imperative to augment the storage capacity by providing an additional above
ground tank of ATF of 1 x 3800 KL at BPCL Cherlpalli Installation.
Description Of The Current Proposal:
The present proposal has been submitted to MoEF for obtaining EC for the
proposed 1 x 3800 KL capacity of ATF storage tank to meet the growing demand of
ATF consumers in the markets catered to by BPCL, Cherlapalli Installation.
Project Details:
Sr. No. Points Description
1. Title of the project Expansion of storage capacity (ATF) in
existing BPCL Cherlapally terminal
M/s. Bharat Petroleum Corporation Ltd
2 Land Area Existing Land Area: 20.1 acres
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Sr. No. Points Description
Existing Greenbelt: 3.2 Acres
Existing Parking Area: 0.707 Acres
3. Cost of the Project Proposed project cost: 7.10 Crores
4 Proposed facilities Construction of 1x3800 KL Above ground
ATF tank
5 Production Capacity
Existing Storage tanks:
Class A – 11280 KL and Class B – 38300
KL
6 Water Requirement Exisitng water quantities: 2.8 KLD from
existing bore wells within the plant
premises.
Proposed water quantities: 0.1 KLD from
existing bore wells within the plant
premises.
7 Waste Water Treatment Existing wastewater generated during
operation phase: 1.5 KLD wastewater is
generated which will be disposed to septic
tank followed by soak pit.
No additional wastewater generation from
proposed facilities.
8 Recycle & Reuse Treated Water will be used for Green Belt
Development in the plant premises.
9 Solid & Hazardous Waste
Management and Disposal
The proposed facilities is only construction
of 1x3800 KL ATF tank, hence additional
solid & hazardous waste is not generated.
Existing plant Solid & Hazardous Waste
Management:
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Sr. No. Points Description
Solid waste: Garbage – 40Kg/day
Hazardous waste:
Waste oil - 200 lit/year
Tank bottom sludge – 15 KL/Once in 3
years approximately.
Used Lead acid batteries-as per generation
The generated waste will be disposed to the
recyclers/re-processors authorized by SPCB
or Bio-remediation
10 Green Belt Around 3.2 acres land is for Green Belt
2.0 SITE ANALYSIS
M/s. Bharat Petroleum Corporation Limited has set up a bulk storage & dispatch
facility of MS, HSD and ATF at Cherlapally, HCL PO, Kapra mandal, Medchal
district, Hyderabad, Telanagana. Since the proposed expansion project will take
place within the existing facility boundary so alternative site is not envisages. The
google map is given below
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Fig: Google Map showing the BPCL Cherlapalli Installatio
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Google Map showing the BPCL Cherlapalli Installation
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Connectivity:
The project site is inside the Cherlpalli Installation premises and is well connected by
road network. The project site is located 0.36 kms away from Cherlpalli Railway station.
Nation Highway is 7.5 Km away from project site.
S. No Particulars Details
1. Nearest town / city Secunderabad – 10.29 kms
2. Water Bodies
Ramapalli cheruvu – 2.33 kms (NE)
Pedda Cheruvu – 4.93 Kms (SW)
Musi river – 7.09 kms (S)
Erimulli Vagu – 4.57 Kms (NE)
3. Nearest Port Kakinada Port – 502 km (E)
5. Archeologically Important Places Nil in 15 km radius
6. National parks / Wildlife
Sanctuaries/ Eco sensitive zones as per Wild Life Protection Act, 1972
Nil in 15 km radius
7. Reserved / Protected Forests Nil in 15 km radius
8. Seismicity Zone II
9. Defense Installations Nil in 15 km radius
Climate:
The district enjoys a tropical climate. The period from April to June is generally hot and
dry. The weather is pleasant during the period from November to January.
Temperature:
Hyderabad is located at 17°23′13.7040″N 78°29’30.0624″E.It lies in the Deccan
Plateau and rises to an average height of 545 m above the sea level. It has a unique
combination of a tropical wet and dry climate that borders on a hot semi-arid climate It
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is the hottest part of the State during summer and coldest in winter. The mean
daily temperature varies from 20.4 °C to 42.2 °C from April to June and from 11.3 °C to
32.1 °C in the months of December and January.
Rainfall:
More than 75 per cent of the rainfall is received during the south-west monsoon season,
from June to September. Rainfall increases from less than 5 per cent (of the annual) in
May to 15 per cent in June. Humidity during the monsoon season is very high exceeding
75% from July to September. In the dry months of March, April and May, humidity
is comparatively low with an average of 25 to 30%. The average rainfall at IMD
Hyderabad is 823 mm.
Relative Humidity:
The relative humidity is on an average between 63%
3.0 PROJECT DESCRIPTION
Bharat Petroleum Corporation Limited (BPCL) Cherlapalli Installation is commissioned
in June 1992 with tankage of 49580 KL with the monthly thruput of 98000 KL. The Plant
is currently dispatching 250 Tank Lorries per Day in two shifts operation.
The Cherlapally Installation is serving entire all the revenue districts of Telangana
except Warangal. At present the plant is having 49580 KL Capacity of tanks for
storage of product which is insufficient even now for three day’s coverage. To maintain
sufficient stock at Airport and also to unload the Tank Wagons additional storage
facilities need to be planned. Hence it is proposed to install 1 No. additional above
ground tank of capacity 3800 KL at BPCL Cherlapally Installation.
The company now proposes to increase the existing storage capacity to ensure
continuous supply of ATF to meet the local market demand. An above ground tank of
3800 KL capacity is proposed to be introduced within the site. The proposed tank will be
integrated with the existing storage operations and will in no way alter the current
activities of the installation.
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There is no land acquisition for proposed expansion. There is no ecologically
sensitive area within 10 Km radius of the project site.
3.1 Layout of the Project Site:
The total area occupied by BPCL Cherlpalli Installation is approximately 20.10 acres.
The layout of the plant is shown below
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SITE PLAN
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3.2 Process Description
The plant will function primarily as MS, HSD, Ethanol, Biodiesel and ATF receipt,
storage & dispatch unit. The plant operations are categorized as,
1. Receipt of product
a. Transfer of product from Cherlapally Ghatkeshar pipeline from Ghatkeshar Pump
House.
b. Truck unloading
c. Product transfer to storage tanks
d. Storage of products in tanks
2. Receipt of empty Tank trucks
3. Loading into Trucks
e. Pumping of product to Tank Lorry filling Gantry
f. Filling to Tank trucks for supply to market Retail outlets.
g. Quality check on filled Lorries.
h. Supply & distribution to markets (through Authorized Vendors)
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Fig: Flow Chart showing the Process Description
3.3 Man Power Requirement:
The total manpower available at existing plant are 134 persons which includes
S. No Grade Number 1. Officers 19 2. Workmen (Blue Collar) 18 3. Contract Labors 56 4. Security 32 5. Electrical Personnel 3 6. Mechanical Personnel 4 7. Safety Personnel 2
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No additional manpower required as the proposed facility is construction of 1x3800 KL
ATF tank only
3.4 Water Reqirement, Source & Wastewater Generation
Total water requirement for existing plant is 2.8 KLD which is sourced through bore
wells. Water balance table is given below.
S.
No.
Domestic Water
Requirement
(KLD)
Industrial Water
Requirement
(KLD)
Domestic
Sewage
Generation
(KLD)
Wastewater
from Process
(KLD)
1. 1.6 1.2 1.5 0.0
2.8 1.5
Note: 3.5 KL per mock drill (Frequency: once in two weeks)
3.5 Industrial Waste Generation & Disposal Methods:
No industrial solid waste will be generated during the filling process. Hazardous waste
generated from tank bottom sludge and D.G set operation will be disposed to TSPCB
Authorized Recyclers. No additional is envisaged for this proposed expansion project.
4.0 INFRASTUCTURE REQUIREMENTS
The list of equipments present at the plant is
Product Pumps : 15 No’s (275 M3/hr – 2 No’s, 250 M3/hr - 5
No’s, 150 M3/hr – 8 No’s, 120 M3/hr – 2
No’s, 100 M3/hr – 2 No’s, 60 M3/hr – 3 No’s
50 M3/hr – 10 No’s & 20 M3/hr – 1 No.
Air Compressor : 2 x 60 CFM
Air Dryer : 2 No’s
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Fire Fighting Pumps : 5 x 615 CUM / Hour – Head 105
M Jockey Pumps : 2 x 60 CUM / Hour – Head 105 M
Fire Water Tanks : 5766 KL Cap (2 x 1870 KL & 1 – 2026 KL)
High Mast Towers : 8 No’s
Fire Extinguisher : 216 No’s (DCP type and CO2 type)
ESD ‘s : 28 No’s
Air Pollution Control Measures
No emissions are generated during the operations as the entire filling process is carried out
through pipelines from Storage Area to Gantry Shed. The only point sources of emissions
are D.G sets and Fire Engines. They have been fitted with stacks of adequate height
to disperse the pollutants.
S.No Source of
Emission
Control
Measures
Material of
Constuction
Top Diameter
(m)
Height above
GL (m)
1. 600, 380, 250 &
20 KVA D.G set Stack MS Pipe 6” 6
2. Fire engines (5
nos.) Stack MS Pipe 6” 6
Wastewater Treatment Method
Sewage is disposed through 7 No’s septic tanks & 7 No’s soak pits.
Rain Water Harvesting Measures
5 No’s of Rain Water Harvesting pits in our location
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Safety as per OISD Standard
i. All the fire facilities are provided complying to OISD standards
ii. Safety Interlocks are provided as a preventive measure confirming to OISD
Standards
iii. Implemented M.B.Lal Recommendations
iv. All the Manpower are fully trained to face any emergency
5.0 PROJECT SCHEDULE & COST ESTIMATES
Time Schedule:
The proposed new storage and allied facilities is expected to be completed in six months
after obtaining all statutory clearances
Estimated Project Cost
Cost for Installation of storage tank and its allied facility : 710 Lakhs
REQUEST
1. Request for exemption of Public hearing as the proposed project is within the
existing BPCL Cherlapalli Installation located at APIIC land notified industrial
area.
COLLECTION OF BASELINE DATA
As per the EIA Notification, 2006 (OM No. J-11013/41/2006-IA-11 (I) (Part))
Baseline data is valid for three years and hence as the secondary data is available
with us, request to permit us to use the same.
Secondary data is available is as follows:
2. Secondary data of the location for the year 2016 baseline is available; request to permit
us to use the same.
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SITE PHOTOS
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Ambient Air Quality for the Following Statations in BPCL Cherlapalli Installation
S.No Location Station Code
Direction from
Project Site
Latitude and Longitude
Distance w.r.t
Project Site
Environmental Setting
1. Project Site A1 - 17°27'13.14"N 78°36'27.65"E
- Industrial
2. Chowdariguda A2 SE 17°24'57.14"N 78°38'31.53"E
4.91Km Residential
3. Pocharam A3 ESE 17°26'28.21"N 78°38'54.13"E
4.57Km Residential
4. Narapally A4 SSE 17°25'52.21"N 78°37'0.40"E
2.73Km Residential
5. Mahalakshmi Nagar
A5 N 17°27'23.91"N 78°36'31.87"E
0.36Km Residential
6. EC Nagar Colony
A6 NW 17°27'37.74"N 78°35'53.50"E
1.27Km Residential
7. Chengicherla A7 S 17°25'57.95"N 78°36'18.69"E
2.34Km Residential
8. HCL Colony A8 W 17°27'8.80"N 78°35'17.95"E
2.10Km Residential
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Ambient Air quality analysis in the study area
Parameter PM10(µg/m3) PM2.5(µg/m
3) SO2(µg/m
3) NOx(µg/m
3)
Monitoring
Station
No
.of
sam
ple
s
Max
imu
m
Min
imu
m
Me
an
98
th p
erc
en
tile
No
.of
sam
ple
s
Max
imu
m
Min
imu
m
Me
an
98
th p
erc
en
tile
No
.of
sam
ple
s
Max
imu
m
Min
imu
m
Me
an
98
th p
erc
en
tile
No
.of
sam
ple
s
Max
imu
m
Min
imu
m
Me
an
98
th p
erc
en
tile
A1 26 73.2 50.2 65.4 72.9 26 34.9 23.9 31.1 34.7 26 19.8 13.6 17.7 19.7 26 21.5 14.8 19.2 21.4
A2 26 71.8 49.2 64.1 71.5 26 34.2 23.4 30.5 34.1 26 19.4 13.3 17.3 19.3 26 21.1 14.5 18.9 21.0
A3 26 69.7 47.8 62.3 69.5 26 33.2 22.8 29.7 33.1 26 17.4 12.0 15.6 17.4 26 22.5 15.4 20.1 22.4
A4 26 66.2 45.4 59.2 66.0 26 31.8 21.8 28.4 31.7 26 16.6 11.4 14.8 16.5 26 18.9 13.0 16.9 18.9
A5 26 64.1 44.0 57.3 63.9 26 31.0 21.2 27.7 30.9 26 16.0 11.0 14.3 16.0 26 18.3 12.6 16.4 18.3
A6 26 62.7 43.0 56.0 62.5 26 30.6 21.0 27.3 30.5 26 15.7 10.8 14.0 15.6 26 17.6 12.0 15.7 17.5
A7 26
61.3 42.1 54.8 61.1 26 29.8 20.4 26.6 29.7 26 16.1 11.1 14.3 16.1 26 19.2 13.1 17.1 19.1
A8 26 67.6 46.4 60.4 67.4 26 32.2 22.1 28.8 32.1 26 18.3 12.5 16.3 18.2 26 19.9 13.6 17.8 19.8
NAAQS 100(µg/m3) 60(µg/m3) 80(µg/m3) 80(µg/m3)
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Water sampling stations
Code Station
Direction bearing
w.r.t Project
Site
Latitude & Longitude
Distance from Project
Site (km)
Source of collection
GW1 Project Site -- 17°27'19.83"N 78°36'24.86"E
-- Ground water
GW2 Chowdariguda SSE 17°24'52.91"N 78°38'28.34"E
5.79 Ground water
GW3 Pocharam SE 17°26'24.61"N 78°39'7.80"E
5.10 Ground water
GW4 Narapally SSE 17°25'56.19"N 78°37'0.42"E
2.76 Ground water
GW5 Mahalakshmi Nagar NNE 17°27'21.50"N 78°36'36.56"E
0.35 Ground water
GW6 Cherlapally N 17°28'2.22"N 78°36'2.37"E
1.48 Ground water
SW1 Rampalli Cheruvu NE 17°28'7.93"N 78°37'24.34"E
2.35 Surface water
SW2 Muchukonda River S 17°23'9.78"N 78°37'8.32"E
7.80 Surface water
Ground Water Quality Of The Study Area
S.No. PARAMETER UNIT GW1 GW2 GW3 GW4 IS:10500-Standards
1. Color Hazen < 2 < 2 < 2 < 2 5 15
2. Temperature of Water 0C 28.5 28.0 28.5 28.0 - -
3. pH - 7.38 7.42 7.28 7.05 6.5-8.5 6.5-8.5
4. Turbidity NTU 2.4 1.2 1.3 1.6 1 5
5. Total Dissolved Solids mg/l 725 816 984 732 500 2000
6. Conductivity µmhos/c
m
1205 1348 1625 1218 - -
7. Total alkalinity (as CaCO3) mg/l 231 262 309 252 200 600
8. Total Hardness (as CaCO3) mg/l 315 354 425 304 310 600
9. Chlorides as Cl mg/l 134 152 216 120 250 1000
10. Calcium as Ca mg/l 74 79.2 80.8 70 75 200
11. Magnesium as Mg mg/l 31.5 37.9 54.1 31.3 30 30
12. Fluoride as F mg/l 0.88 0.91 0.97 0.92 1.0 1.5
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13. Nitrates as NO3 mg/l 12.5 13.2 14.8 13.0 45 45
14. Sulphates as SO4 mg/l 25.2 24.0 38.6 35.1 200 400
15. Arsenic as As mg/l <0.001 <0.001 <0.001 <0.001 0.01 0.05
16. Cadmium as Cd mg/l <0.002 <0.002 <0.002 <0.002 0.003 0.003
17. Copper as Cu mg/l <0.05 <0.05 <0.05 <0.05 0.05 1.5
18. Lead as Pb mg/l <0.001 <0.001 <0.001 <0.001 0.01 0.01
19. Iron as Fe mg/l 0.20 0.18 0.26 0.22 0.3 0.3
20. Manganese as Mn mg/l <0.05 <0.05 <0.05 <0.05 0.1 0.3
21. Zinc as Zn mg/l 0.11 0.08 0.15 0.12 5.0 15.0
22. Dissolved phosphates mg/l <0.01 <0.01 <0.01 <0.01 - -
23. Phenolic Compounds as
C6H5OH
mg/l <0.001 <0.001 <0.001 <0.001 0.001 0.002
24. Residual Chlorine mg/l <0.005 <0.005 <0.005 <0.005 - -
25. E. Coli MPN/100 ml ND ND ND ND Nil Nil
26.. Total Coliforms MPN/100 ml ND ND ND ND Nil Nil
ND - Not Detected
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Ground Water Quality Of The Study Area
S.No. PARAMETER UNIT GW5 GW6 IS:10500-Standards
1. Color Hazen < 2 < 2 5 15
2. Temperature of Water 0C 27.5 28.0 - -
3. pH - 7.39 7.55 6.5-8.5 6.5-8.5
4. Turbidity NTU 1.2 1.8 1 5
5. Total Dissolved Solids mg/l 682 754 500 2000
6. Conductivity µmhos/c
m
1141 1254 - -
7. Total alkalinity (as CaCO3) mg/l 251 264 200 600
8. Total Hardness (as CaCO3) mg/l 348 362 310 600
9. Chlorides as Cl mg/l 210 221 250 1000
10. Calcium as Ca mg/l 86 84 75 200
11. Magnesium as Mg mg/l 32.3 36.9 30 30
12. Fluoride as F mg/l 0.93 0.96 1.0 1.5
13. Nitrates as NO3 mg/l 11.2 14.5 45 45
14. Sulphates as SO4 mg/l 28.2 31.1 200 400
15. Arsenic as As mg/l <0.001 <0.001 0.01 0.05
16. Cadmium as Cd mg/l <0.002 <0.002 0.003 0.003
17. Copper as Cu mg/l <0.05 <0.05 0.05 1.5
18. Lead as Pb mg/l <0.001 <0.001 0.01 0.01
19. Iron as Fe mg/l 0.22 0.20 0.3 0.3
20. Manganese as Mn mg/l <0.05 <0.05 0.1 0.3
21. Zinc as Zn mg/l 0.13 0.11 5.0 15.0
22. Dissolved phosphates mg/l <0.01 <0.01 - -
23. Phenolic Compounds as
C6H5OH
mg/l <0.001 <0.001 0.001 0.002
24. Residual Chlorine mg/l <0.005 <0.005 - -
25. E. Coli MPN/100 ml ND ND Nil Nil
26.. Total Coliforms MPN/100 ml ND ND Nil Nil
ND - Not Detected
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Table: Surface Water Quality Of The Study Area
S.No. PARAMETER UNIT SW1 SW2 IS:2296 -Standards
1. Color Hazen < 5 < 5 -
2. Odour - Agreeable Agreeable -
3. Turbidity NTU 4.8 5.5 -
4. pH - 7.31 7.20 6.50 – 8.50
5. Temperature 0C 27.0 27.5 -
6. Electrical Conductivity µmhos/c
m
622 735 -
7. Total Dissolved Solids mg/l 402 467 1500 max
8. Total Suspended Solids mg/l 11.9 12.6 -
9. Total Alkalinity as CaCO3 mg/l 159 182 -
10. Total Hardness as mg/l 224 158 -
11. Calcium as Ca mg/l 128 102 -
12. Magnesium as Mg mg/l 96 56 -
13. Chloride as Cl mg/l 85 138 -
14. Sulphate as SO4 mg/l 8.1 10.3 -
15. Nitrate as NO3 mg/l 0.55 0.76 -
16. Iron as Fe mg/l 0.09 0.12 -
17. Hexavalent Chromium as Cr6+ mg/l <0.001 <0.001 0.05
18. Phenolic Compounds mg/l <0.001 <0.001 0.005
19. Cyanide as CN mg/l <0.002 <0.002 0.05
20. Zinc as Zn mg/l <0.001 <0.001 15
21. Lead as Pb mg/l <0.001 <0.001 0.01
22. Copper as Cu mg/l <0.05 <0.05 1.5
23. Aluminium as Al mg/l <0.005 <0.005 0.1
24. Manganese as Mn mg/l <0.05 <0.05 5.0
25. Mercury as Hg mg/l <0.001 <0.001 -
26. Arsenic as As mg/l <0.001 <0.001 -
27. Cadmium as Cd mg/l <0.002 <0.002 -
28. Dissolved Oxygen mg/l 6.2 6.3 5.0 min
29. Chemical Oxygen Demand mg/l BDL BDL -
30. Biochemical Oxygen Demand mg/l BDL BDL 3.0
31. Total Kjheldhal Nitrogen mg/l BDL BDL -
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32. Free Ammonical Nitrogen mg/l BDL BDL -
33. Oil & Grease mg/l ND ND -
34. E. Coli MPN/100 ml Absent Absent Absent
35. Total Coliforms MPN/100 ml 85 102 5000
Table: Noise Monitoring Locations
Location Code
Location Latitude and
Longitude
Distance from
Project Site
Direction Bearing
w.r.t Project Site
Environmental Setting
N1 Project Site 17°27'13.14"N
78°36'27.65"E - - Industrial
N2 Chowdariguda 17°24'57.14"N
78°38'31.53"E 4.91Km SE Industrial
N3 Pocharam 17°26'28.21"N
78°38'54.13"E 4.57Km ESE Residential
N4 Narapally 17°25'52.21"N
78°37'0.40"E 2.73Km SSE Residential
N5 Mahalakshmi Nagar
17°27'23.91"N 78°36'31.87"E
0.36Km N Residential
N6 EC Nagar Colony
17°27'37.74"N 78°35'53.50"E
1.27Km NW Residential
N7 Chengicherla 17°25'57.95"N
78°36'18.69"E 2.34Km S Residential
N8 HCL Colony 17°27'8.80"N
78°35'17.95"E 2.10Km W Residential
Table: Noise Levels in the Study Area
Location Code
Environmental Setting
CPCB norms Leq (dBA) Lday Lnight Ldn
Day Night
N1 Industrial 75 70 60.9 45.8 59.5
N2 Industrial 75 70 61.8 46.2 60.4
N3 Residential 55 45 54.3 42.7 52.9
N4 Residential 55 45 53.5 40.9 52.1
PRE-FEASIBILITY REPORT `
24
N5 Residential 55 45 53.8 40.9 52.4
N6 Residential 55 45 53.8 41.0 52.4
N7 Residential 55 45 54.3 42.3 52.9
N8 Residential 55 45 53.8 42.0 52.4