pre-feasibility report - welcome to environment pre-feasibility report for bulk liquid storage...

1

PRE-FEASIBILITY REPORT

FOR

BULK LIQUID STORAGE TERMINAL BY

M/s. UNITED PORT SERVICES PVT

LMITED Sy. No: 312

Deep Water Port, ADB Road, Kakinada

East Godavari District, Andhra Pradesh

Submitted by

M/s. SV ENVIRO LABS & CONSULTANTS ENVIRO HOUSE, BLOCK-B, B-1, IDA, AUTONAGAR,

VISAKHAPATNAM (Dt), ANDHRA PRADESH QCI No: 145, MoEF& NABL Recognized Laboratory

2

1.0 INTRODUCTION

M/s. UNITED PORT SERVICES PVT LTD, company focused on rendering

support services for Port users. They offer supply of water, power, fire-fighting

support and bunker fuels.

M/s. UNITED PORT SERVICES PVT LTD has been a pioneer in offering bulk liquid

terminal services for various Importers and Exporters of Petro-Chemicals of total capacity

1, 75,500KL at Sy. No: 312, Kakinada Deep Water Port, ADB Road, Kakinada East

Godavari (Dist), Andhra Pradesh.

Presently, the existing unit is storage of Methanol, HSD/Furnace oil, Marine fuel

oil/HFHSD, Naptha, HSD, HF HSD, Marine gas oil, Mono Ethyelen Glycol, Base

oil, Motor spirit, Brine, Caustic soda lye, Methanol, Carbon black feed stock,

Sulphuric acid, Toluene, Bio diesel, Acetone, Molasses of total capacity 1,

75,500KL which is storing in 8nos of tanks in an area of 2.75acres

Now, the management proposed to expand the existing unit with additional storage

capacity of 25,050KL in another 5nos of tanks in an area of 1.52acres.

Existing and proposed site is within the KSPL and the sea front is at a distance of 348mts

for which KSPL already accorded CRZ clearance and hence same is applicable for this

project.

Details of the Project:

Sr. No. Points Description 1. Title of the project Storage of Bulk Liquid Cargo by

M/s. United Port Services Pvt Ltd

2 Land Acquired Existing area – 2.75Acres

Proposed expansion area – 1.152cres

Leased from Kakinada Seaports Ltd,

Kakinada.

Existing and proposed site is within the

KSPL and the sea front is at a distance

3

Sr. No. Points Description of 348mts for which KSPL already

accorded CRZ clearance and hence

same is applicable for this project

3. Cost of the Project Rs.15.0 Crores

4 Proposed facilities Bulk Liquid Storage –class –C

Storage of Chemicals in 5nos of Tanks

Tank -1 = 6230KL

Tank- 2 = 6230 KL

Tank -3 = 6230 KL

Tank -4 = 3180 KL

Tank – 5 = 3180 KL

Total Capacity – 25,050 KL

5 Proposed Air pollution Control measures

Around 0.90 acres land is for existing Green Belt Water sprinklers will be provided for dust suppression

6 Water Requirement Existing water is sufficient for proposed expansion also. Existing Water quantities: Fire fighting (makeup) – 10KL/week Domestic – 03 KLD Proposed Water quantities: Domestic: 1 KLD

7 Waste Water Treatment Waste water generated will be treated as follows Domestic effluent - Septic Tank followed by soak pit No trade effluents will be generated as it is only storage of Liquid storage terminal.

8 Solid & Hazardous Waste Management and Disposal

Tank bottom sludge - 25 kg in 5 years

9 Green Belt Around 0.90 acres land is for Green

Belt for existing About 0.50acres of land for green belt for expansion

4

2.0 INTRODUCTION OF THE PROJECT

2.1 Identification of project & Project Proponent

M/s. UNITED PORT SERVICES PVT LTD has been a pioneer in offering bulk liquid

terminal services for various Importers and Exporters of Class –A, B & C Chemicals at

Sy. No: 312, Deep Water Port, ADB Road, Kakinada, East Godavari (Dist), Andhra

Pradesh.

2.2 Nature of Project

Storage of Bulk Liquid cargo

2.3 Need of Project

Storage tanks of Class “C” of 25, 050 KL would be developed as per the tentative

Lay-out plan. The allied facilities like pump house will be provided. The

construction activities would be spread over a period of 1 (One) year.

2.4 Demand Supply Gap

The average daily demand for Class-C product is growing in Andhra Pradesh

State.

2.5 Employment generation

There will be a positive impact in creation of indirect employment opportunities

due to proposed bulk liquid storage terminal on local socioeconomic profile.

There will be no direct employment for proposed expansion. Existing employees

are sufficient.

3.0 Project Description

3.1 Type of Project

As per EIA Notification dated 14th Sep 2006 this projects falls under 6B category

i.e. for Isolated storage & handling of hazardous chemicals.

5

This is additional storage of Bulk Liquid Storage of Class –C Chemicals of

capacity – 25,050KL.

3.2 Location

M/s. UNITED PORT SERVICES PVT LTD at Sy. No: 312, Deep Water Port,

ADB Road, Kakinada, East Godavari (Dist), Andhra Pradesh which is about

12.65Km form Samarlakota Railway station.

TOPO MAP of 10KM Radius

6

SITE PLAN

7

3.3 Size or Magnitude of Operations.

The total area of proposed expansion is 1.52 acres at Sy. No: 312, Deep Water

port, ADB Road, Kakinada, East Godavari (Dist), Andhra Pradesh with construction

of 5nos of Tanks for storage of 25,050KL.

The liquid cargo handling at the existing terminal is as follows:

Methanol

High speed oil/Furnace oil

Marine fuel oil/ HF HSD

Naptha (A)

HSD (B)

HF HSD (C)

Marine gas oil (C)

Mono Ethylene Glycol

Base oil

Motor spirit (A)

Brine

Caustic Soda lye

Methanol (A)

Carbon black feed stock

Sulphuric acid

Toluene (A)

Bio-diesel

Acetone (A)

Molasses

3.4 Project Description

As it is a Bulk Liquid Storage Terminal, so there is no process or the

manufacturing activities are involved.

8

The various liquid cargos will be received from the KSPL Jetty – 3 through

pipeline. The liquid cargos are loaded/pumped to the plant through the closed

pipeline and stored in the storage tanks as per the available facility and market

demands.

The stored liquid cargos are then dispatched to the various parties through the

tankers as per their demand. In the same way the liquid cargos are also exported to

the different nations through sea route as per the requirement.

Attendant Facilities:

1. Tanks are built as per API 650/BIS 803

2. Inter tank distances and layout is maintained as per OISD -118/ standard

engineering practice.

3. Tanks are provided with safety gadgets, valves and fittings and protective

coating

4. The existing dock lines namely 10” – 2nos and 14” – 2nos will be extended

to the new area.

Receipt of liquid cargo through ships

Pumping of cargo to the Terminal

Storage of cargo at the Terminal

Dispatch/export to the party

9

5. A suitable new pump house –PH2 shall be located in the new area for ease

of operation

6. This PH-2 will be connected to existing TLF shed with proper working

arrangements.

7. The fire-fighting line will be extended to the new area for both ring main

and spray system. Foam system, fire extinguishers shall be augmented &

trained person shall operate the fire fighting system. The layout shall be

designed as per OISD-117.

8. The electrical supply both for lighting and pump loads shall be drawn from

the existing MCC room.

9. The entire tank farms shall be operated with trained and skilled personnel

fulfilling all HSE requirements.

3.5 Water, Energy/Power requirement

The source of water is by port authorities. Existing water quantities are sufficient

for proposed expansion.

Water Quantity - Existing

S.no Purpose Existing Quantity Proposed Quantity

1 Fire fighting

(makeup)

10KL/Week --

2 Domestic 03 KLD 1 KLD

Waste Water Quantity - Existing

S.No. Description Existing Quantity Proposed Quantity 1. Domestic effluents 1 KLD 0.8KLD

Mode of Disposal:

Domestic waste will be routed to septic tank followed by soak pit

10

3.6 Schematic Representative of feasibility drawing which give information of

EIA Purpose

The EIA study covered an area of 10km radius from proposed project site for

assessing the baseline Environmental conditions. The details of Baseline Data

collection is given below:

Primary Baseline Data

S.No Environmental Attributes

Duration and frequency of sampling and other remarks

1 Meteorology Data Meteorology data was collected on an hourly/3hourly

basis for 1 / 3 months.

2 Ambient Air Quality Twice in a week for 24 hours; for 3 months

3 Ambient Noise Levels Once in the study period

4 Surface Water Quality Monthly Once

5 Ground Water Quality Monthly Once

6 Marine Water Quality Once during the study period

7 Soil Quality Once during the study period

8 Terrestrial Ecology Once during the study period

9 Marine Ecology Once during the study period

10 Socio-economic Studies Primary and secondary data were collected from the

villagers living within 10 km radius during the study

period.

The number of sampling locations will be finalized based on TOR issued by SEIAA.

Secondary Baseline Data

S.No Environmental Attributes Source of Data Collection

1 One season meteorological data Indian Meteorological Department

2 Cyclone data IMD

3 Geology, geomorphology and

hydrogeology

Geology – Geological Survey of India

(GSI), Government of India (GoI)

4 Land use Through Satellite imageries from NRSA

11

5 Forest area Department of Forest

6 Physical features Survey of India topo sheets

7 Socio-economic Census of India.

There will be no impact on the environment due to proposed activity as the

proposed activity is storage of bulk liquid cargo only.

4.0 Site Analysis

4.1 Connectivity

Plant is well connected by black top road. The nearest railway station is

Samarlakota Railway station at a distance of 12.65 km from plant.

4.2 Land Form, Land Use& Land ownership

The land measuring an extent of 1.52Acres situated at R.Sy.No: 312, Deep Water

port, ADB Road, Kakinada, East Godavari (Dist), Andhra Pradesh is taken on

lease from Kakinada Seaports Ltd, Kakinada.

4.3 Topography:

Geomorphologically the district can be broadly divided into 3 regions, viz., Hilly

region in the northern parts of the district, the upland region in the central part and

the deltaic plain in the south. The hilly region in the northern area comprises

several denudational, residual hills, inselbergs, ppediments, burried pediments and

structural hills. The general trend of the hill ranges is NE-SW and parallel to the east coast. The upland plain (plateau) of Rajahmundry sandstone raises to a height

of 45m to 70m comprises erosional land forms consisting of structural and residual

hills, pediment, pediplain and narrow corridor of piedmont zone. The deltaic

region in the south comprises low-lying deltaic and coastal plains having a gentle

easterly slope and are characterised by landforms of both fluvial and marine origin.

Among the fluvial landforms are active channel of Gautami, Vasista Godavari and

associated braided channel bars and levees. The flood plain is predominantly seen

12

between vasista and Gautami channels. The marine landforms include palaeo

beach ridges, palaeotidalflats, active beach and spit. The deltaic plain shows a

relief between 15 m at its apex to 2 m near the coast.

4.4 Existing Land Use Pattern

The Land use board has computed the area under various uses. The land use

distribution of LU/LC in 10km radius area is given below:

4.5 Existing Infrastructure Open area. 4.6 Soil Classification

The predominant soils in the district are red clayey soil, deltaic alluvial soil,

coastal sandy soil and lateritic soil.

4.7 Climatic Conditions:

Ambient Temperature: Maximum temperature to the tune of 40ºC during the

summer months, especially in May and June, whereas the lowest temperature

reported during the winter season (December month) is in the order of 30.8ºC.

Rainfall: The average rainfall was reported to be in the order of 501.4mm and 56

days were recorded as rainy days.

13

4.8 Social infrastructure Available:

Following Infrastructure available near proposed plant is

Siva Temple

Secondary and higher educational schools

5.0 Planning brief

5.1 Planning concept

United Port Services Pvt ltd Plan for the following areas.

S.No Description Product to

be stored

Dia (m) Ht (m) Capacity

(KL)

No of

tanks

Total

capacity

(KL)

1 Tank T1 –T3 Class –

C/Non-class

materials

21 18 6230 3 18690

2 Tank T4-T5 Class –

C/Non-class

materials

15 18 3180 2 6360

Total 25050

5.2 Population projection

The proposed project does not envisage any displacement or population and no

resettlement of population as proposed facility is in Port land/premises. Hence

there is no impact on this account.

5.3 Land Use Planning

The total area of the proposed expansion plant is 1.52Ac. Out of which 1.02 Ac

will be built up area, 0.50 Ac will be green belt.

14

5.4 Assessment of infrastructure Demand

Infrastructure required for the proposed storage will be constructed. The

development shall only lead to positive impact on infrastructure and services.

6.0 Proposed infrastructures

6.1 Industrial Area (Processing Area)

Proposed infrastructure will construct at United Port Services Pvt Ltd.

6.2 Residential Area (Non Processing Area)

United Port Services Pvt Ltd is not proposing to construct any residential facility

for proposed project at the site

6.3 Green Belt

Around border of the proposed plant green belt will be maintained.

6.4 Social Infrastructure

The proposed site is well connected with road network to village and Mandal head

quarters.

6.5 Connectivity

The proposed site is well connected with black top roads.

6.6 Drinking Water

Drinking water will be met through Port authorities. Existing water quantities

are sufficient for the proposed expansion project.

6.7 Sewage

No waste will be generated from the proposed expansion. The domestic effluents

will be sent to septic tank followed by soak pit.

15

6.8 Industrial Waste Management

In the proposed project, there is only generation of foam pig of 2.5 to 3Kg/month.

Only waste like paper which can be recycled, terminal sweepings & viz. and

hazardous waste like, Waste oil in minute quantities which can be disposed to

authorized agencies.

6.9 Power requirement

During operation phase the total power requirement will be from State Electricity

board. Existing DG sets will be used for expansion project also

7.0 Rehabilitation and Resettlement (R & R) Plan

The proposed facility does not envisage any displacement of population and no

resettlement of population as it is existing project. Hence there is no impact on this

account.

8.0 Project Scheduled and Project Cost.

The total cost of the Project is Rs. 15.0 Crore which is scheduled to be completed

in two phases from the date of EC from SEIAA.

9.0 Analysis of Proposal (Final Recommendations)

There will be creation of direct and indirect employment opportunities to the local

people due to storage of bulk liquid cargo and allied facilities. There are no tribal

people in the proposed area.

16

BASELINE DATA

Baseline data available for the following:

1. COLLECTED DURING JANUARY’ 2017 TO MARCH ‘2017 FOR M/S. KGOC

TERMINALS PVT LTD

2. Regular monitoring was conducting for Kakinada Seaports Ltd and same is

available

1. Baseline data of M/s. KGOC Terminals Pvt Ltd

AIR ENVIRONMENT

Location of Ambient Air Quality Monitoring Stations

S.No Location Station Code

Latitude and Longitude

Distance w.r.t

Project Site

Environmental Setting

1. Project site

A1 17° 0'31.15"N 82°16'57.85"E

-- Industrial Area

2. Suryaraopeta A2 16°57'34.70"N 82°14'11.94"E

6.96Km Residential Area

3. KDWP control room building

A3 16°58'48.02"N 82°16'34.47"E

2.97Km Industrial Area

4. Godarigunta A4 16°58'31.24"N 82°15'51.42"E


5. Thimmapuram A5 17° 1'44.48"N 82°14'52.95"E


6. Nemam A6 17° 2'25.98"N 82°17'38.16"E


7. Dummulapeta A7 16°57'22.65"N 82°15'22.73"E

6.01Km Commercial Area

8. Sarpavaram A8 17° 0'38.22"N 82°13'39.76"E


9. Jagannadhapuram A9 16°56'27.88"N 82°13'47.10"E


10. Ramanayyapeta A10 16°59'33.05"N 82°14'55.80"E

3.78Km Ecologically Sensitive area

17

GRAPHICAL PRESENTATION OF AMBIENT AIR QUALITY

IN THE STUDY AREA

GRAPHICAL PRESENTATION OF AMBIENT AIR QUALITY

IN THE STUDY AREA

18

Existing Ambient Air Quality

The maximum concentrations of PM10, PM2.5, SO2 and NOx are well within the

National Ambient Air Quality Standards for Industrial, Residential, Rural and ecologically

sensitive areas at all monitoring locations during the study period.

PM10 concentration ranged between 5.0 µg/m3 at Thimmapuram and 76.2 µg/m3

at KDWP control room building. NAAQ stipulated standard for PM10 for 24 hr

average is 100 µg/m3

PM2.5 concentration ranged between 3.0 µg/m3 at Godarigunta and

Thimmapuram respectively and 47.0 µg/m3 at Thimmapuram and Dummulapeta

respectively. NAAQ stipulated standard for PM2.5 for 24 hr average is 60 µg/m3

SO2 concentration ranged between 2.0 µg/m3 and 16.5 µg/m3. Maximum recorded

at KDWP control room building. NAAQ stipulated standard for SO2 for 24 hr

average is 80 µg/m3

NOx concentration ranged between 5.0 µg/m3 and 22.0 µg/m3. Maximum

recorded at Vakalapudi and Jagannadhapuram. NAAQ stipulated standard for NOx

for 24 hr average is 80 µg/m3

19

O3 concentration ranged between 10.0 µg/m3 to 41.0 µg/m3. Maximum recorded

at Vakalapudi. NAAQ stipulated standard for O3 for 8 hr average is 100 µg/m3

CO concentration ranged between 0.2 µg/m3 to 0.96 µg/m3. Maximum recorded at

Sarpavaram. NAAQ stipulated standard for CO for 8 hr average is 2.0 mg/m3

NOISE ENVIRONMENT:

Details of Noise Locations

S.No Location Station Code

Latitude and Longitude

Environmental Setting

1. Vakalapudi N1 17° 0'48.43"N 82°16'59.12"E

Industrial Zone

2. Ramanayyapeta N 2 16°59'34.76"N 82°14'55.91"E

Residential Zone

3. Godarigunta N 3 16°58'33.40"N 82°15'51.59"E

Residential Zone

4. Nemam N 4 17° 2'25.71"N 82°17'34.21"E

Residential Zone

5. Dummulapeta N 5 16°57'22.25"N 82°15'23.83"E

Commercial Zone

6. Panasapadu N 6 17° 0'57.03"N 82°14'6.77"E

Residential Zone

7. Panduru N 7 17° 3'2.46"N 82°15'59.75"E

Residential Zone

8. Komaragiri N 8 17° 3'43.06"N 82°17'43.47"E

Residential Zone

9. Gorsa N 9 17° 4'3.38"N 82°17'2.39"E

Residential Zone

10. Koppavaram N 10 17° 1'16.21"N 82°13'36.32"E

Residential Zone

Results and Discussions:

The details of say equivalent and night equivalent noise levels for all the locations

are given in below table. The comparison of day equivalent noise levels (Ld) and

night equivalent noise levels (Ln) with the respective CPCB stipulated noise are

shown

20

Table: Details of Noise equivalent values

Station no Location Ld CPCB

standard

(Ld)

Ln CPCB

standard

(Ln)

N1 Project site Vakalapudi

50.8 75 56.7 70

N 2 Ramanayyapeta 54.3 55 45.4 45

N 3 Godarigunta 60.7 55 51.7 45

N 4 Nemam 51.5 55 42.0 45

N 5 Dummulapeta 67.8 65 50.4 55

N 6 Panasapadu 45.4 55 41.4 45

N 7 Panduru 50.1 55 42.4 45

N 8 Komaragiri 50.9 55 42.1 45

N 9 Gorsa 42.1 55 41.8 45

N 10 Koppavaram 50.8 55 40.1 45

Residential Zone:

Day equivalent noise levels Leq dB(A) ranged between 42.1 dB(A) at N9 to

60.7dB(A) at N3

Night equivalent noise levels Leq dB(A) ranged between 40.1 dB(A) at N10 to

51.7dB(A) at N3

21

WATER ENVIRONMENT:

Water Sampling Stations

Code Station Latitude & Longitude

Distance from Project

Site (km)

Source of collection

GW1 Agastya Nagar 17° 1'9.39"N 82°16'12.38"E

1.77Km Ground water

GW2 Vakalapudi 17° 0'8.50"N 82°15'48.71"E

1.95Km Ground water

GW3 Burma colony 16°58'19.71"N 82°14'57.99"E

5.0Km Ground water

GW4 Nemam 17° 2'27.39"N 82°17'34.15"E

3.94Km Ground water

GW5 Valasapakala 16°59'45.72"N 82°15'24.02"E

2.87Km Ground water

GW6 Sarpavaram 17° 0'39.47"N 82°13'37.15"E

5.81Km Ground water

GW7 Thimmapuram 17° 1'44.57"N 82°14'52.11"E

4.40Km Ground water

GW8 Jagganaicpur 16°56'23.12"N 82°13'45.40"E

9.20km Ground water

SW1 Panduru Lake 17° 3'4.42"N 82°16'8.96"E

5.0Km Surface water

SW2 Kulai Cheruvu 16°57'41.12"N 82°13'57.33"E

7.0Km Surface water

22

Ground Water Quality of the Study area S.No. PARAMETER UNIT GW1 GW2 GW3 GW4 GW5 GW6 GW7 GW8 IS:10500-Standards

1. pH 8.23 8.16 8.32 6.9 7.8 7.65 7.2 7.1 6.5-8.5

2. Temperature °C 28.2 28.3 28.1 29 28.1 28.3 28 28 --

3. Turbidity NTU <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5 <5 1.00

4. Total Dissolved solids Mgl 1763 2195 599.5 1089 890 576 840 782 500.0

5 Total Alkalinity as CaCo3(mg/l) 112 106 75 94 72 86 92 102 200.0

6 Total Hardness 355.5 343 156 448 236 265 196 188 200.0

7 Calcium Hardness 196 204 81 360 58 64 96 123

8 Magnesium Mg/l 133 148 55 102 48 56 86 76

9 Chloride Mg/l 286 352 68 218 243 148 182 132 250.0

10 Sulphate 122 109 40 60 58 38 16.12 12 200.00

11 Fluoride 0.3 0.2 0.4 0.3 0.2 0.4 0.3 0.2 1.0 (MAX 1.5)

12 Sodium 138 164 49 43 43 38 69 56

13 Potassium 326 423 59 61 82 78 78 43

14 Nitrate as NO3 42 36 23 22 38 26 16 19 45

15 Iron 0.38 0.36 0.37 0.28 0.33 0.32 0.4 0.3

16 Zinc <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0 <0

17 Phosphorus <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1 <1

18 Phenolic compounds <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.01

19 Lead <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0 <0 0.003

20 Manganese <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0 <0 0.05

21 Cadmium <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0 <0

22 Chromium <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0 <0

23

23 Copper <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0 <0 0.05

24 Cyanide <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0 <0 0.3

25 Total coliform CFU/100ml Absent Absent Absent Absent Absent Absent Absent Absent

26 Faecal Coliform Absent Absent Absent Absent Absent Absent Absent Absent

24

Surface Water Quality of The Study Area

S.No. PARAMETER UNIT SW1 SW2 IS:2296 -

Standards

1. Color Hazen -

2. Odour - -

3. Turbidity Ntu 4.0 0.3 -

4. pH - 8.0 7.6 6.50 – 8.50

5. Temperature 0C 29.0 29.0 -

6. Electrical Conductivity mmhos/c

m

370.0 340.0 -

7. Total Dissolved Solids mg/l 240.0 280.0 1500

8 Total Alkalinity as CaCO3 mg/l 58.0 73.0 -

9 Total Hardness as mg/l 156.0 248.0 -

10 Calcium as Ca mg/l 110.0 176.0 -

11 Chloride as Cl mg/l 46.0 30.0 -

12 Sulphate as SO4 mg/l 27.0 10.0 -

13 Nitrate as NO3 mg/l 1.6 1.4 -

14 Iron as Fe mg/l 0.09 1.03 -

15 Zinc as Zn mg/l BDL BDL 15

16 Lead as Pb mg/l BDL BDL 0.01

17 Copper as Cu mg/l BDL BDL 1.5

18 Manganese as Mn mg/l BDL BDL 5.0

19 Mercury as Hg mg/l BDL BDL -

20 Arsenic as As mg/l BDL BDL -

21 Cadmium as Cd mg/l BDL BDL -

22 Dissolved Oxygen mg/l 7.6 6.9 5.0 min

23 Chemical Oxygen Demand mg/l 24.0 4.0 -

24 Biochemical Oxygen

Demand

mg/l <2 <2 3.0

25 Oil & Grease mg/l 1.03 0.20 -

25

26 E. Coli MPN/100

ml Absent

27 Total Coliforms MPN/100

ml 32 TMC 5000

The water in the region (ground and surface water) has been compared with

respect to the Drinking water Quality Standards as IS: 10500and IS: 2296.

SOIL QUALITY

DETAILS OF SOIL SAMPLING LOCATIONS

Code Location/Villages Latitude and Longitude

Distance from Project

Site(km)

Direction Bearing

w.r.t Project Site

S1 Vakalapudi 17° 0'8.50"N 82°15'48.71"E

1.95km Industrial Area

S2 Suryaraopeta 6°57'34.70"N 82°14'11.94"E

5.81km Residential area

S3 Valasapakala 16°59'45.72"N 82°15'24.02"E


S4 Thimmapuram 17° 1'44.48"N 82°14'52.95"E


S5 Nemam 17° 2'25.71"N 82°17'34.21"E


S6 Dummulapeta 16°57'22.25"N 82°15'23.83"E

6.01Km Commercial area

S7 Panduru 17° 3'2.46"N 82°15'59.75"E


S8 Sarpavaram 17° 0'39.47"N 82°13'37.15"E

5.81Km Commercial area

S9 Koppavaram 17° 1'16.21"N 82°13'36.32"E


26

SOIL ANALYSIS RESULTS IN THE STUDY AREA

S.No Parameter Unit S1 S2 S3 S4 S5 S6 S7 S8 S9

1. Particle Size Distribution Sand

% 88.7 86.4 89.0 84.2 48.4 88.8 90.7 82.0 82.0

Silt 3.4 6.1 0.8 6.0 4.1 1.0 2.4 3.8 4.2 Clay 7.8 7.5 10.2 9.8 47.5 10.2 .8 14.2 13.8

2. Soil Texture

Loamy Sand

Loamy Sand

Loamy Sand

Loamy Sand

Sandy Clay

Loamy Sand

Sand Sandy Loam

Sandy Loam

3. Bulk Density (b) g/cm3 1.47 1..49 1.46 1.08 1.37 1.5 1.48 1.34 1.67 4. Particle Density (p) g/cc 2.3 2.78 2.78 2.5 2.5 2.78 2.78 2.78 2.63 5. Porosity Percent % 44.24 46.52 47.53 56.88 45.32 45.7 46.25 51.67 36.49 6. Water Holding

Capacity % 25.46 26.24 28.56 39.12 37..13 24.42 24.27 33.26 31.07

7. pH 5.8 7.8 7.4 6.6 7.0 8.0 7.2 7.3 7.6 8. Electrical Conductivity ms/cm 0.04 0.86 0.42 0.52 1.02 0.43 0.10 0.96 0.88 9. Ca++

meq/100gm

2.8 3.8 1.8 8.0 9.0 4.0 2.8 5.8 3.0 10. Mg++ 20.3 3.6 5.0 5.7 15.0 16.6 4.0 10.3 2.6 11. Na+ 0.18 0.04 6.19 0.41 0.08 0.16 0.94 12.19 11.64 12. K+ 0.01 2.34 0.46 0.21 0.12 0.23 0.12 3.28 2.69 13. Exchangeable Sodium

Percentage % 3.13 11.46 4.65 9.47 6.78 7.80 1.66 4.62 9.85

14. Organic Carbon 0.90 0.80 0.66 0.61 1.08 1.05 0.87 1.02 1.32 15. Nitrogen

Kg/Ha 108 63 225 62 289 251 285 251 168

16 Phosphorus 85.49 14.74 11.65 16.21 59.24 17.49 18.73 20.95 45.48 17 Potassium 47.98 249 29.9 49.7 293 33.6 127 141 106

27

18 As

mg/kg

BDL 0.7 BDL BDL BDL BDL BDL BDL BDL 19 Cd BDL BDL BDL BDL BDL BDL BDL BDL BDL 20 Chromium 9.1 13.9 8.2 30.2 62.5 8.7 15.8 17.8 34.5 21 Cr+6 BDL BDL BDL BDL BDL BDL BDL BDL BDL 22 Co BDL BDL BDL BDL BDL BDL BDL BDL BDL 23 Copper 3.6 12.9 7.1 41.6 47.6 13.5 8.0 16.6 18.8 24 Iron 4829 10704 5140 17675 35714 5973 7399 15367 21920 25 Lead 1.8 4.3 3.2 74.0 8.8 6.7 2.8 3.7 4.0 26 Mn 128 127 116 508 668 106 165 287 415 27 Hg BDL BDL BDL BDL BDL BDL BDL BDL BDL 28 Ni BDL BDL BDL BDL 339 BDL BDL BDL 1.5 29 Zinc 9.4 24.3 12.6 77.2 646 21.6 18.0 26.3 21.0 30 TVC

CFU/g 32 x 105

18 x 105

25 x 105

36 x 105

25 x 105

12 x 105

18 x 105

22 x 105

36 x 105

31 Fungi 3 x 104 4 x 104 5 x 104 9 x 104 6 x 104 3 x 104 7 x 104 7 x 104 7 x 104

pre-feasibility report - welcome to environment pre-feasibility report for bulk liquid storage...

Documents