Annexure-I Terms of References letter received from … Care Solutions Annexure Draft EIA Report A-1 SNF Flopam India Pvt. Ltd. Annexure-I Terms of References letter received from

Eco Care SolutionsAnnexure

Draft EIA ReportA-1

SNF Flopam India Pvt. Ltd.

Annexure-ITerms of References letter received from SEAC


Draft EIA ReportA-2



Draft EIA ReportA-3


Annexure-IILand Ownership Papers


Draft EIA ReportA-4



Draft EIA ReportA-5



Draft EIA ReportA-6



Draft EIA ReportA-7



Draft EIA ReportA-8



Draft EIA ReportA-9



Draft EIA ReportA-10


























Annexure-IIIPermission Letter for Water supply













Annexure – IVUndertaking for Greenbelt plantation outside the premises, no borewell dug




Annexure-VMEMBERSHIP CERTIFICATE OF TSDF SITE




Annexure-VIPhotographs of Proposed and Existing Plant Site




Annexure – VIIEnvironment Policy




Annexure-VIIIUndertaking from project proponent




Annexure-IXUndertaking from Consultant




Annexure-XGeohydrological Features

A Report on Geo Hydrological & Survey & Investigation for Feasibility study to constructrecharge structure in & around Plant Site of M/s. SNF Flopam India Pvt Ltd at Village:Varsana, Taluka: Anjar, District: Kutchh-

CONTENTS

1. Introduction to the Study Area

2. Geology & Geo Hydrology

3. Recharge into Ground Water Aquifer

4. Conclusions and Recommendations

LIST OF TABLE

SR. NO. TITLE TABLE NO

1 Rainfall Distribution I2 Land Use &Runoff Estimation II3 Size of Recharge pond III4 Specifications for Large Diameter Recharge Percolation Well IV

LIST OF PLATE

SR NO TITLE PLATE NO1 Map showing Location of Kutchh & Gujarat I2 Map showing Location of Anjar, Bachau and Gandhidham Taluka II3 Google Map Showing drainage around Village Varsana III4 Map Showing Location of Site Area IV5 Map Showing Plant Area V6 Map Showing Sardar Sarovar Project Canal Command VI7 Geological Map of Gujarat VII8 Hydrograph of Piezometer at Bhimasar VIII9 Various Recharge Structures IX

10 Recharge Percolation Well X




Chapter I

INTRODUCTION

Preamble

M/s. SNF FLopam India Ltd. is having its industry located at Survey No 141/1/2 and 142/1, S.

no. 139/1 of Varsana and 147/1 of Padana, National Highway 8A, Varsana, PO: Gopalpuri, Ta:

Anjar, Kutch, Gujarat.

The Source of Water supply for this industry is from through surface water from Narmada

Main canal managed by Gujarat Water Infrastructure Ltd. The Site is around 10 km from

Gandhidham and around 20.24 km from Anjar on Nstional Highway. It falls in Sardar Sarovar

Project Canal Command. It is well connected by road through state transport buses and other

private vehicles. The location of Site has been given in Plate I, II, III, IV, V & VI.

The hydro geologic setting plays an important role in determining the degree to which

recharge water can enter into aquifer and can alter the ground water quality in local aquifer

system. The type of soils and their ability to absorb the salts in recharge water and the

hydraulic properties of the aquifer contribute to or reduce salt concentrations.

Measures are needed to enhance recharge to underneath aquifer through appropriate

planning for recharge structure construction with due emphasis on sustainable development

in tune with ecological balance.

The management of this company is very keen to take the measures that are needed to use

surface water economically and judiciously. And take step to recharge rain water through

appropriate planning, & and put emphasis on sustainable development in tune with ecological

balance.

The alert and foresighted Engineers & Management of M/s. SNF Flopam India. Ltd., Village

Varsana, Taluka Anjar Kutch-370240 has entrusted the work pertaining to Geo hydrological

Survey & Investigation in and around this plant site to M/s Eco Care Solutions.

Objective of Present Study

Conducting Geo Hydrological Survey & Investigation in and around the study area of

Project site for having information on Geological Features and assessing Geo

Hydrological status of the Study area”.




Rain water harvesting plan for premises 284615 m2

Site visit for proposed project site

preparation of report

This report presents Hydro Geological and Geo Hydrological condition in and around the

present plant site for checking Feasibility Study for Constructing Recharge Structure.

During this study, earlier work done in and around the present site area on various aspects

such as Geological, Geo Hydrological and Hydro Geological was reviewed. And thereafter,

reconnaissance survey was conducted for collecting the relevant information on general Geo

Hydrological conditions.

Relevant information on ground water conditions with special emphasis on surface water &

ground water flow direction and flow pattern in and around the present study area was

studied.

Water samples were collected and analyzed to have an idea about the present water quality.

Collected & interpreted information was used to Conduct feasibility study for constructing

recharge structure in and around this plant site . Sites were selected for recharge structure

construction. Specification for recharge structure construction and its maintenance were

recommended. Technical Report was prepared covering all these aspects with Conclusions

and Recommendations.

Climate

The climate of this area is dry and pleasant. During the monsoon the humidity of air in general

is high with relative humidity exceeding 80 percent in coastal region over 65 in the interior.

The evaporation and evapotranspiration losses in and around study area is fairly high. I.e.

3000 mm /year.

The Rain fall

is erratic both with respect space, depth and time .Rainfall occurs in stormy pattern resulting

in the bulk of the runoff flowing down The study area receives rainfall mainly from the south

west monsoon Average Rainfall data for Anjar, Bachau& and Gandhidham for the period 2003

to -2012 (10Year) is 478.63 mm which is given in Table I below:

Table I : Rainfall Distribution




Period Anjar Bachau Gandhidham2003to 2012 Rainfall In mm Rainfall In mm Rainfall In mm

Mean 471.6 487.0 477.3

Average Rainfall= 1435.9/3=478.63

Soil

in and around the study area the land is mostly plain where the soil is sandy with clay and

alluvial loam in some parts. The soil at this site is sandy and loamy.

Physiography

The study area comprises of coastal area which is characterized by sand mounds and narrow

plain strip The study area is almost plain with mild slope. The streams flowing in and around

the study area are ephermal and in general flows locally from North West to South East or

more precisely from West to East Plate III




CHAPTER II

GEOLOGY & GROUND WATER CONDITIONS

Geology

The general regional geology has been given in Plate V. Geology in and around the study area

is Alluvium. It is underlain by Weathered shale , sandstone The litho logical logs of nearby

piezometer is given in the Appendix I

Ground Water Conditions

The ground water in and around the study area is mainly confined in unconfined and semi

confined conditions. In general the ground water quality is inferior (saline), except at places

where such wells are located near surface water bodies are yielding relatively good quality

water. The information on wells in and around study area is given in Table IV.

In Unconfined Aquifer the depth to water level below measuring point varies from 8.5 m to

9.70m. (Modavadar)

In Unconfined Aquifer the Total Depth below Ground level is varying from 15.80 m (Modavad)

to16.70m. (Modavadar)

In Semi-confined Aquifer the depth to water level below measuring point varies from 14.40

m(Nani Chirai) to 25.00 m(Varsana).

In Semi-confined Aquifer the Total Depth below Ground level is varying from 22.30 mbgl

(Lunva) to 80.00 mbgl (Padana).

Discharge is ranging from 250lpm to 300lpm.

Available information to gather with reduced water table map of CGWB was studied to

visualize the ground water flow pattern and flow direction on regional scale. From the

observation of this map it is evident that in general, ground water flow follows surface

topography.

It is pertinent to mention that the topography control the both surface as well as Sub surface

Ground water flow path. From the study of this map it is observed that the Ground water flow

direction is from North West to South East or more precisely from north to south. It is in

conformity of regional ground water flow direction and flow pattern.

Ground Water Resources Estimates of Anjar Taluka




From the ground water resources point of view Anjar and Bachau Taluka of Kutch district falls

in over exploited category. The present stage of ground water development is more than 100

(%).

And Gandhidham taluka falls in saline category.

(As per the Report of Committee on Estimation of Ground Water Resources and Irrigation

Potential of ground water in Gujarat, Narmada Water Resources Water Supply and Kalpasar

Department, Government of Gujarat on March 2002 )

The study area falls in Narmada canal command Plate.

Source of Water

There are two main water sources of water around the study area viz.

(a) Surface water / Narmada canal water,

(b) Ground water.

Water requirement at project site

Total daily water requirement at project site will be around 8 kilo liter per day

Assuming 300 working days, total yearly water requirement at project site will be around 2400

kiloliter per year

Waste Water generation at project site

Total daily waste water generation at project site will be around 2.5 kiloliter per day

Assuming 300 working days, total yearly waste water generation water requirement at project

site will be around 750 kiloliter per year

Treated waste water will be finally evaporated in evaporation pan and thus the plant will

maintain zero discharge.




Chapter III

RECHARGE IN TO GROUND WATER AQUIFER

As mentioned above From the ground water resources point of view Anjar and Bachau

Taluka of Kutch district falls in over exploited category. The present stage of ground water

development is more than 100 (%).And Gandhidham taluka falls in saline category.

Anjar,Bhachau & Gandhidham Talukas of Kachchh District are hard core drought prone area

where occurrence of droughts is frequent.

Water requires to be treated as precious commodity. It is the single resources limiting the

economic development of the region.

The rain fall is erratic both with respect space, depth and time.

Rainfall occurs in stormy pattern that results in the bulk of the runoff flowing down the sea

or the Rann.

About 94.07% of annual rainfall is received during monsoon season.

Therefore water should be used economically and judiciously. There is scope to conserve

water through constructing recharge structures to recharge aquifer and rain water harvesting

structure at feasible site. Experience indicates that it can yields good results.

Rainfall is one of the important Parameters that contribute water for recharging ground water

aquifer and therefore estimation on likely Runoff quantum (Runoff Volume) is of prime

importance.

The Rainfall Data for the period 2003 to 2012 (10Year) as given in Table 4 and Land Use data

as given Table 5 below is used in estimating the likely Runoff quantum . The Average Rainfall

for Last 10 year for the Period 2003 -2012 is 478.63.

From the study it is inferred that there is availability of underground space for storing

recharged water if given opportunity. Opportunities may be created by planning for rainwater

harvesting. The application of concept of availability and opportunity has been given thought.

Recharged Rain water after mixing with aquifer water may likely to dilute and improve the

aquifer water quality.

Table II

Land Use &Runoff Estimation

Serialno

Land Use Built upArea in m2

Runoffcoefficient

Rainfallin mm

Runoff Volumein m3




I Manufacturing Facilities 34726 0.85 479 14138.692 Storage of raw material 5670 0.85 479 2308.5413 Other built area 9246 0.85 479 3764.5094 Utilities /ETP Area 500 203.5755 Undeveloped area 136421 0.80 479 39207.46 Green Area 94000 0.40 479 22513Total Sub Total (I)+ (II) 82135.715

Using applicable norms of runoff coefficient based on the land use, the estimated effective

runoff likely to be available is given in above Table II.

Planning for Alternative dependable water supply source through ground water pumping

during extreme emergency.

Water requirement of this plant is met through surface water supply through Narmada Main

Canal. However, during the maintenance period of this canal, disruption in continuous water

supply is likely which may likely to hamper production. As stand by dependable water supply

source during extreme emergency ground water pumping is given consideration

At this plant site, 2910 Kiloliter water per day is required which is supplied from Narmada

Canal.

Out of this, per day 245 Kiloliter treated water is reused for gardening.

Assuming 300 working days, yearly surface water requirement is around 873000 m3 per year.

Probable recharge from premsies shall be 82136 m3

Looking to the availability of ample open Land around present plant site and land use there in

, it may be possible to recharge more quantity of rainwater quantum in to underneath ground

water aquifer by constructing suitable recharge structure as described and shown in Plate IX

& X.

Rain Water Harvesting

It is the deliberate attempt for collecting /concentrating, storing and distributing rain water.

The method is site specific and need based. Catchments includes Roof top, Compounds and

pavements, land surface , Impervious / semi pervious surface etc.

At this plant site This can be done by Recharge Structures like

Roof Top Harvesting

Recharge Pond and/or

Recharge Pit

Recharge Well,




If plan properly and designed scientifically it may aid in improving the recharge availability and

opportunity. Recharge structure construction work apparently appears to be expensive.

Even this roof top rain water harvesting structure is planned to store rainwater which can be

subsequently used for daily consumption as it is of good quality.

Various recharge structures are shown in Plate IX

Recharge Pond

Table III

Size of Recharge pond

Sr. No Length inm

Width in m Depth inm

Volume of water likely tobe stored in m3

1 10 10 5 5002 15 15 5 1125

Looking to the surface soil condition and sub-surface aquifer characteristics, it is better to

construct Recharge pond to have better recharge rate because rate of recharge is a function

of surface area, time and depth of water column. Evaporation is optimum at 2 m water

column depth. By increasing the pond depth (>2m) thee is there is likely reduction in

evaporation. Therefore, depth of recharge pond should be more than 2 mtr reduce the

evaporation

Percolation Well

Based on the local hydro geological conditions Large Diameter Recharge Percolation Well

appears to be feasible. The figure of Recharge well is given in Plate X and Specifications for

Recharge well construction are given below in Table IV.

Table IV

Specifications for large diameter well around tube well

Diameter 3 to 3.5 mDepth 6 to 8 m below ground levelDiameter of Horizontal bores

in the sides of large diameter well4 or 6 inch (100mmto 150mm)

Length of Horizontal bores 1 to 3 meter

Chapter IV

Conclusions and Recommendations




The Source of Water supply for this industry is through Narmada Main canal by Gujarat

Water Infrastructure Ltd. The Site is Hardly 20 km from Gandhidham and around 20 km from

Anjar on state high way..

The climate of this area is dry and pleasant.

The rain fall is erratic both with respect space and time .Rainfall occurs in stormy pattern

resulting in the bulk of the runoff flowing down the sea.

The annual average rainfall of the study area is very low. The Average Long term rainfall for

the period (2003-2012) is 479 mm

In and around the study area of Varsana , the land is mostly plain The soil at this site is sandy

and loamy.

Geology in and around the study area is Alluvium. It is underlain by Weathered shale ,

sandstone

The general regional geology comprises Jurassic of Kutchh i.e. Sandstone, shale& siltstone.

The ground water in and around the study area is mainly confined in unconfined and semi

confined conditions.

From the ground water resources point of view Anjar Taluka of Kutch district falls in over

exploited category where ground water development is more than 100 percent.

The study area falls in Narmada canal command. In Anjar Taluka, There are two main

sources for water availability in and around study area viz. (a) Surface water / Narmada canal

water, (b) Ground water.

Total Land Area of plant is 6000 m2.

Total estimated Effective Runoff likely to be available from Plant Site Area is around 1621.42

m3

Water requirement of this plant is met through surface water supply through Narmada Main

Canal. However, during the maintenance period of this canal, disruption in continuous water

supply is likely which may likely to hamper production. As stand by dependable water supply

source during extreme emergency ground water pumping is given consideration

At this plant site, 8.0 Kiloliter water per day is required which is supplied from Narmada

Canal. Assuming 300 working days, yearly surface water requirement is around 2400 m3 per

year

Treated effluent will be finally Evaporated in Evaporation pan with zero effluent discharge

It is assumed 30 days maintenance period of canal/and or disruption phase of surface water

supply during each year and during this period as a stand by dependable water supply

source ground water pumping is planned .




The required water supply from ground source during this period of 30 days will be =8.0

m3/day x30 day=240 m3/year

As this Taluka fall in over exploited category, the required rain water to be recharged into

ground water aquifer will be 2.0 times the ground water quantity pumped i.e 8.0 m3/day

x30 day=240 m3/year x2.0 =480 Kiloleter /year)

Looking to the availability of open Land around present plant site and land use there in , it

may be possible to recharge more quantity of rainwater quantum in to underneath ground

water aquifer by constructing suitable recharge structure as described and shown in Plate IX

& X

Appendix I

LITHO LOGICAL LOG OF NEAR BY BORE HOLES OF SITE AREA

Village : Bhimasar

Taluka : Anjar District : Kutch

Depth To Lithology Colour Texture Shape4 Top Soil Brown medium Rounded

11 Sand reddish white medium tocoarse

Rounded

15 Clay Brown fine to medium Rounded21 Sand pale white fine to medium Rounded25 Clay light brown fine to medium Rounded39 Sand reddish brown fine to medium rounded to

subrounded66 Clay with

SandstoneYellow Fine Rounded




BHIMASAR

Village : Moti Chira , Taluka: Anjar,

District: Kutch

Depth To Lithology Colour Texture5 Topsoil Red medium to coarse

10 Sand + Clay White Coarse16 Clay Yellow fine to medium35 Sand + clay red and white coarse to meduim42 Clay with Sand Yellow fine to medium

Water Level Range in m 11TO18

TDS Range in PPM 9000-18900




BHIMASAR


District: Kutch








BHIMASAR


District: Kutch








Percolation well




Plate I Gujarat and Kutch Map

Plate 2 Anjar, Bachau and Gandhidham Taluka







Plate 3 Google Map Showing drainage around Village Varsana

Plate 4 Map Showing Location of Site Area














Plate 5 Map Showing Plant Area




Plate 6 Map Showing Sardar Sarovar Project Canal Command




Plate 7 Geological Map of Gujarat




Plate 8 Hydrograph of Piezometer at Bhimasar




Plate 9 Various Recharge Structures







Plate 10 Recharge Percolation Well




Annexure XIToposheet




Annexure XIIMeterological Data

DIR SPD DIR SPD DIR SPD DIR SPD DIR SPD DIR SPD

01 NNW 006 SW 014 WSW 016 SW 022 W 010 WSW 018

02 NW 012 SW 010 WSW 016 SW 020 SW 012 WSW 024

03 NW 010 SW 006 W 012 W 016 WSW 012 WSW 026

04 NW 010 SW 004 WSW 010 WSW 028 WSW 012 SW 022

05 NNW 008 NW 004 WSW 014 SW 028 WSW 004 SW 022

06 NE 004 SW 012 SW 012 WSW 024 WSW 014 SW 022

07 WNW 004 NW 006 WSW 006 SW 012 SW 020 WSW 022

08 WSW 006 SW 020 NNW 012 NNE 008 W 008 WSW 024

09 SW 006 SW 018 NNE 012 NE 012 SW 024 SW 024

10 SW 012 SW 010 NNW 004 NNE 004 SW 012 SW 024

11 NW 014 SW 014 NNW 012 NE 006 WSW 012 SW 022

12 NNW 004 SW 006 NW 012 SW 012 WSW 008 SW 022

13 NNW 008 N 010 CALM 000 SW 012 CALM 000 SW 022

14 NNE 006 NE 006 SW 012 SW 014 WSW 006 WSW 024

15 NE 006 NNE 006 SW 012 SW 024 W 010 W 026

16 NNE 006 SSW 012 SW 018 SW 012 WSW 012 WSW 028

17 NNW 006 SW 016 W 006 W 018 WSW 012 SW 022

18 WSW 006 SW 028 WSW 006 SW 012 WSW 020 SW 026

19 WSW 010 SW 016 SW 012 SW 016 SW 020 SW 022

20 CALM 000 CALM 000 SW 024 SW 028 SW 024 SW 024

21 CALM 000 NNW 008 SW 020 SW 022 WSW 020 WSW 024

22 WNW 004 SW 012 SW 016 SW 024 SW 012 SW 022

23 WNW 004 SW 020 SW 016 SW 022 WSW 012 SW 024

24 NNE 004 SSW 014 SW 016 WSW 022 SW 020 SW 028

25 WSW 010 SW 016 WNW 006 SW 022 WSW 022 SW 028

26 WSW 004 SSW 018 WSW 008 SW 020 WSW 016 WSW 020

27 CALM 000 W 014 WSW 012 SW 022 WSW 022 SW 024

28 NW 004 SW 012 WSW 012 SW 024 SW 022 SW 028

29 WSW 006 SW 014 WSW 006 SW 024 WNW 014 W 018

30 WSW 008 SW 018 WSW 010 SW 028 WSW 012 SW 022

31 WSW 014 SW 020 SW 016 SW 030

LEGEND: - VRB= VARIABLE SPD= WIND SPEED

▼▼▼ MONTH▼▼▼

APRIL MAY

YEAR : 2017STATION: NEW KANDLA

ELEMENTS: - (1) WIND DIRECTION & (2) WIND SPEED REPORTED IN KMPH

METEOROLOGICAL CENTRE, AHMEDABAD

DAILY METEOROLOGICAL DATA

1730 HRS ISTDATE

0830 HRS IST 1730 HRS IST 0830 HRS IST 1730 HRS IST 0830 HRS IST

MARCH




0830 HRSIST

1730 HRSIST

0830 HRSIST

1730 HRSIST

0830 HRSIST

1730 HRSIST

1 079 062 090 063 093 0672 080 066 087 051 083 0423 080 031 080 049 083 0584 041 026 089 060 082 0565 065 028 089 050 073 0526 064 020 082 039 079 0607 084 033 059 034 081 0358 079 048 050 013 074 0339 088 046 041 021 082 052

10 087 047 042 022 080 06511 042 033 039 026 081 06312 053 029 033 017 081 05813 061 027 032 020 065 05514 063 033 072 023 079 06515 065 032 084 024 073 06416 049 038 084 029 079 06117 064 063 076 029 080 06118 085 068 086 032 077 06119 095 067 080 057 080 05220 083 063 085 061 075 05921 053 027 076 055 076 06022 067 044 076 053 072 05323 083 053 076 058 073 05724 060 046 076 053 080 05825 088 041 078 046 076 06326 078 055 076 056 076 06627 065 053 080 054 075 06528 056 054 087 068 073 06529 082 056 078 072 073 06330 088 063 083 068 076 06031 087 045 079 056

DATE


MARCH

METEOROLOGICAL CENTRE , AHMEDABAD.


STATION: - NEW KANDLA

APRIL MAY

YEAR: - 2017

ELEMENT: - RELATIVE HUMIDITY IN %




0830 HRSIST

1730 HRSIST

0830 HRSIST

1730 HRSIST

0830 HRSIST

1730 HRSIST

1 0 0 0 0 0 02 0 0 0 0 0 03 0 0 5 0 5 04 0 0 0 0 0 05 0 0 6 0 7 06 0 0 0 0 0 07 0 1 0 0 0 08 0 0 0 0 0 09 0 1 0 0 0 0

10 0 0 0 0 4 011 0 0 0 0 2 012 0 1 0 0 0 013 0 0 0 0 0 014 0 0 0 0 0 015 0 0 0 0 0 016 0 0 0 0 1 017 0 0 0 0 0 018 0 0 0 0 0 019 0 0 1 0 0 020 0 0 0 0 0 021 0 0 0 0 1 022 0 0 0 0 1 023 0 0 2 0 1 024 0 0 2 0 0 025 0 0 5 0 0 026 0 0 0 0 1 027 0 0 0 0 1 028 0 0 1 0 1 029 0 0 0 0 2 030 0 0 0 0 2 031 0 0 2 0

YEAR: - 2017

DATE

ELEMENT: - CLOUD COVERAGE IN OKTAS

METEOROLOGICAL CENTRE , AHMEDABAD.



MARCH APRIL MAY

STATION: - NEW KANDLA




01 35.8 21.6 000.0 35.4 23.8 000.002 34.1 21.0 000.0 34.6 24.3 000.003 34.2 18.9 000.0 36.2 25.5 000.004 34.5 20.0 000.0 36.8 25.5 000.005 34.1 19.5 000.0 36.6 26.0 000.006 34.0 17.5 000.0 35.8 24.5 000.007 35.0 20.0 000.0 33.9 17.9 000.008 33.3 21.0 000.0 34.1 19.0 000.009 32.3 20.7 000.0 37.8 20.6 000.010 31.3 20.1 000.0 40.1 21.6 000.011 31.1 17.6 000.0 42.3 23.1 000.012 30.9 16.5 000.0 43.5 24.2 000.013 30.6 15.2 000.0 44.5 24.3 000.014 30.1 15.6 000.0 44.6 25.0 000.015 34.7 19.4 000.0 45.1 24.4 000.016 36.1 20.5 000.0 42.7 24.1 000.017 37.5 21.9 000.0 38.5 24.0 000.018 33.6 22.2 000.0 38.9 24.5 000.019 34.3 22.5 000.0 37.1 25.6 000.020 34.7 20.5 000.0 35.3 26.2 000.021 35.1 20.5 000.0 36.1 26.1 000.022 38.6 21.9 000.0 38.4 26.0 000.023 33.3 20.6 000.0 38.2 26.0 000.024 34.7 21.8 000.0 36.5 26.0 000.025 36.3 20.5 000.0 35.9 25.6 000.026 35.3 22.0 000.0 34.7 25.4 000.027 36.8 23.6 000.0 37.3 25.0 000.028 37.1 24.6 000.0 37.4 25.5 000.029 38.4 23.9 000.0 33.5 25.7 000.030 38.1 23.0 000.0 33.5 25.6 000.031 34.6 23.8 000.0

MAXIMUMTEMPERATURE IN

DEG C

MINIMUMTEMPERATURE

IN DEG C

TOTALRAINFALL

in mm

MAXIMUMTEMPERATURE

IN DEG C

MINIMUMTEMPERATURE

IN DEG C

TOTALRAINFALL

in mm



STATION: - NEW KANDLA YEAR: - 2017

DATE

MONTH

▼ ▼ ▼ ▼

MARCH APRIL




01 35.5 25.1 000.0 ---- ---- ----02 36.1 25.1 000.0 ---- ---- ----03 40.6 27.0 000.0 ---- ---- ----04 37.1 25.4 000.0 ---- ---- ----05 38.1 25.5 000.0 ---- ---- ----06 37.3 24.4 000.0 ---- ---- ----07 35.8 26.2 000.0 ---- ---- ----08 39.7 27.0 000.0 ---- ---- ----09 39.5 27.4 000.0 ---- ---- ----10 38.3 28.0 000.0 ---- ---- ----11 37.1 27.5 000.0 ---- ---- ----12 38.4 26.0 000.0 ---- ---- ----13 37.6 25.5 000.0 ---- ---- ----14 39.1 26.4 000.0 ---- ---- ----15 38.7 26.0 000.0 ---- ---- ----16 38.2 27.0 000.0 ---- ---- ----17 38.1 27.3 000.0 ---- ---- ----18 37.9 28.0 000.0 ---- ---- ----19 37.8 27.9 000.0 ---- ---- ----20 38.5 27.6 000.0 ---- ---- ----21 37.5 28.4 000.0 ---- ---- ----22 37.1 28.2 000.0 ---- ---- ----23 38.6 27.6 000.0 ---- ---- ----24 37.3 28.0 000.0 ---- ---- ----25 38.8 28.5 000.0 ---- ---- ----26 36.3 28.2 000.0 ---- ---- ----27 36.3 28.8 000.0 ---- ---- ----28 36.9 29.4 000.0 ---- ---- ----29 37.2 29.4 000.0 ---- ---- ----30 37.1 28.9 000.0 ---- ---- ----31 38.4 29.1 000.0 ---- ---- ----

TOTALRAINFALL

in mm

MAXIMUMTEMPERATURE

IN DEG C

MINIMUMTEMPERATURE

IN DEG C

TOTALRAINFALL

in mm


STATION: - NEW KANDLA YEAR: - 2017

DATE

MONTH

▼ ▼ ▼ ▼

MAY JUNE

MAXIMUMTEMPERATURE IN

DEG C

MINIMUMTEMPERATURE

IN DEG C





Annexure XIIITraffic Survey Data

Traffic count towards Bimasar

The 24 hours, hourly survey has been carried out. The details of the traffic is as per the below table.

TRAFFIC SURVEY: TOWARDS BimasarTime Bicycle 2 Wheeler Auto Car Bus/Truck LCV Others PCU/Hour

8th April 20179:00 to 10:00 2 32 20 122 97 145 0 652.810:00 to 11:00 0 36 12 108 72 140 0 53211:00 to 12:00 0 90 18 187 133 154 3 869.112:00 to 13:00 0 85 19 123 225 190 0 1125.513:00 to 14:00 1 91 09 101 214 130 0 979.914:00 to 15:00 1 58 21 166 250 97 2 1105.215:oo to 16:00 0 48 18 180 250 115 0 113316:00 to 17:00 0 65 12 162 240 120 0 1094.517:00 to 18:00 1 30 10 184 215 160 1 1079.918:00 to 19:00 0 46 22 121 175 140 0 88719:00 to 20:00 0 32 17 173 255 240 0 110420:00 to 21:00 0 45 20 182 227 95 1 104021:00 to 22:00 0 33 10 140 181 105 0 856.522:00 to 23:00 0 13 20 110 160 127 0 79423:00 to 0:00 0 20 05 108 181 142 0 864.8

9th April 20170:00 to 1:00 0 13 03 48 145 132 0 677.31:00 to 2:00 0 30 18 83 131 61 0 594.42:00 to 3:00 0 21 38 63 178 67 0 739.33:00 to 4:00 0 14 20 86 80 72 0 413.24:00 to 5:00 0 10 12 120 117 60 0 5725:00 to 6:00 0 18 10 170 90 43 0 519.26:00 to 7:00 1 38 11 188 150 103 1 814.17:00 to 8:00 2 46 20 160 132 151 2 814.28:00 to 9:00 2 76 47 190 156 130 0 925.8




Traffic count towards VARSANA

TRAFFIC SURVEY: TOWARDS VARSANATime Bicycle 2 Wheeler Auto Car Bus/Truck LCV Others PCU/Hour

8th April 20179:00 to 10:00 1 45 31 115 134 85 3 694.410:00 to 11:00 1 47 40 255 86 103 2 724.111:00 to 12:00 0 120 46 260 197 190 1 1224.512:00 to 13:00 0 55 50 117 92 74 2 577.113:00 to 14:00 0 70 60 145 162 130 1 909.514:00 to 15:00 1 95 85 255 167 140 1 1086.415:00 to 16:00 0 60 35 217 145 121 2 889.416:00 to 17:00 0 47 64 185 148 114 3 880.617:00 to 18:00 0 156 34 240 135 125 4 93818:00 to 19:00 0 120 68 255 180 136 0 1113.419:00 to 20:00 0 32 40 165 171 150 0 94420:00 to 21:00 0 70 60 210 215 167 0 1183.821:00 to 22:00 0 76 70 101 210 155 1 1057.522:00 to 23:00 0 30 26 92 217 197 2 1062.823:00 to 0:00 0 37 13 85 165 160 0 835.5

9th April 20170:00 to 1:00 0 35 13 90 123 120 0 657.51:00 to 2:00 0 30 35 55 131 85 0 6172:00 to 3:00 0 10 17 46 90 92 0 466.83:00 to 4:00 0 26 12 85 95 89 0 519.64:00 to 5:00 0 20 05 110 122 105 0 6385:00 to 6:00 0 25 06 60 150 97 1 665.86:00 to 7:00 0 10 10 73 163 125 1 753.57:00 to 8:00 0 38 35 110 175 150 2 9028:00 to 9:00 0 35 60 195 187 160 0 1057.5




Traffic count towards MODVADAR

TRAFFIC SURVEY: Towards MODVADARTime Bicycle 2 Wheeler Auto Car Bus/Truck LCV Others PCU/Hour

8th April 20179:00 to 10:00 2 8 10 8 2 0 1 30.310:00 to 11:00 2 9 5 10 2 0 0 26.311:00 to 12:00 1 12 11 15 1 0 0 35.412:00 to 13:00 0 7 8 11 1 0 0 25.513:00 to 14:00 1 5 12 7 3 0 2 33.914:00 to 15:00 0 6 9 5 1 0 1 21.515:00 to 16:00 0 3 15 8 2 0 1 3216:00 to 17:00 2 8 16 10 1 0 2 36.817:00 to 18:00 1 9 10 8 3 0 0 31.918:00 to 19:00 2 7 8 7 1 0 1 23.819:00 to 20:00 0 5 6 3 1 0 0 14.520:00 to 21:00 0 6 3 8 0 0 0 1421:00 to 22:00 0 3 5 5 1 0 1 1622:00 to 23:00 0 8 2 3 2 0 0 1523:00 to 0:00 0 2 0 5 0 0 0 6

9th April 20170:00 to 1:00 0 1 3 6 0 0 0 9.51:00 to 2:00 0 0 0 0 0 0 0 02:00 to 3:00 0 0 0 3 0 0 0 33:00 to 4:00 0 0 0 0 0 0 1 1.54:00 to 5:00 0 3 5 0 0 0 0 6.55:00 to 6:00 2 5 3 5 2 0 0 17.36:00 to 7:00 1 10 8 8 1 0 0 29.47:00 to 8:00 3 16 12 10 4 1 2 47.78:00 to 9:00 1 18 15 12 3 0 1 46.9




Traffic count towards CHIRAI MOTITRAFFIC SURVEY: TOWARDS Chirai Moti

Time Bicycle 2 Wheeler Auto Car Bus/Truck LCV Others PCU/Hour8th April 2017

9:00 to 10:00 1 15 8 18 3 0 1 44.410:00 to 11:00 2 18 14 12 1 0 0 38.811:00 to 12:00 0 12 11 10 4 0 0 3912:00 to 13:00 0 8 7 17 1 0 2 3413:00 to 14:00 1 6 5 8 2 0 1 23.914:00 to 15:00 0 4 8 10 0 0 0 2015:00 to 16:00 0 8 10 13 1 1 0 31.416:00 to 17:00 0 12 14 11 2 0 0 3717:00 to 18:00 2 11 13 8 2 0 2 39.818:00 to 19:00 2 10 9 15 3 0 1 40.319:00 to 20:00 0 7 5 7 2 0 1 2320:00 to 21:00 0 5 3 8 0 0 1 1521:00 to 22:00 1 7 5 5 1 0 1 18.422:00 to 23:00 0 3 0 4 2 0 0 11.523:00 to 0:00 0 0 0 1 0 0 0 1

9th April 20170:00 to 1:00 0 0 1 2 0 0 0 31:00 to 2:00 0 0 0 0 0 0 0 02:00 to 3:00 0 0 0 0 0 0 0 03:00 to 4:00 0 0 0 0 0 0 1 1.54:00 to 5:00 0 0 1 1 0 0 0 25:00 to 6:00 0 3 5 3 2 0 0 15.56:00 to 7:00 2 10 8 8 2 1 0 29.27:00 to 8:00 2 15 9 14 3 0 2 43.38:00 to 9:00 3 11 13 18 4 0 1 51.2

Documents

Annexure-I Terms of References letter received from … Care Solutions Annexure Draft EIA Report A-1 SNF Flopam India Pvt. Ltd. Annexure-I Terms of References letter received from