renovation of saline embankment of narvel, benavale

Renovation of Saline Embankment of

Narvel, Benavale villages in

Pen Taluka, Raigad District, Maharashtra

(IN -RRD-2628 – CW – RFB)

Environmental Impact Assessment Report

EIA Consultant:

EQMS INDIA PVT. LTD. INDIA

304-305, 3rd Floor, Plot No. 16, Rishabh Corporate Tower,

Community Centre, Karkardooma, Delhi – 110092

Phone: 011-43062757; 42270087

Website: www.eqmsindia.com ; E-mail – [email protected]

STATE PROJECT IMPLEMENTATION UNIT, NCRMP II,

RELIEF AND RENOVATION DEPARTMENT, GOVERNMENT OF

MAHARASHTRA

http://www.eqmsindia.com/

mailto:[email protected]

Draft Final EIA for Project “Renovation of Saline Embankment of Narvel Benavale, Taluka Pen, District Raigad, Maharashtra under NCRMP-II Project

EQMS Document No: EQMS-NCRMP-SE-EIA/Narvel/01 Issue 01 R 00 2

Table of Contents

Executive summary ........................................................................................................... 8

Chapter 1. Introduction and Project Background ........................................................... 20

1.1. Project Background ............................................................................................. 20

1.2. Project Overview ................................................................................................. 22

1.3. Need of the Sub-Project ...................................................................................... 23

1.4. Benefits of the Project ......................................................................................... 23

1.5. Need of Environment Impact Assessment Study ................................................ 24

1.6. Objective of EIA study ......................................................................................... 25

1.7. Scope of the EIA Study ....................................................................................... 25

1.8. Approach and Methodology ................................................................................ 26

1.9. Limitation of EIA Study ........................................................................................ 27

1.10. Structure of the EIA Report ................................................................................. 27

Chapter 2. Regulatory Clearances/Permission requirement .......................................... 29

2.1. Introduction ......................................................................................................... 29

2.2. Environmental Standards .................................................................................... 38

2.3. Key safeguard documents ................................................................................... 38

Chapter 3. Project Description ....................................................................................... 39

3.1. Introduction ......................................................................................................... 39

3.2. Project Location and Its Connectivity .................................................................. 39

3.3. Condition of existing embankment ...................................................................... 40

3.4. Existing facilities on and around embankment .................................................... 41

3.5. Natural Hazards of the Project Area .................................................................... 41

3.6. Description of The Project ................................................................................... 41

3.7. Right of Way Detail & Land Details ..................................................................... 43

3.8. Existing Drainage Conditions .............................................................................. 43

3.9. Design Criteria ..................................................................................................... 44

3.10. Proposed Project Components and Construction Methodology .......................... 44

3.11. Slope Stabilization ............................................................................................... 45

3.12. Waste Generation and Management ................................................................... 45

3.13. Construction Material Requirement ..................................................................... 46

3.14. Time and Implementation .................................................................................... 46

3.15. Project Cost ......................................................................................................... 47

Chapter 4. Description of the Environment .................................................................... 48

4.1. Introduction ......................................................................................................... 48

4.2. Site Description and Its Environmental Salient Features ..................................... 48

4.2. Climate ................................................................................................................ 55

4.3. Seismicity and Associated Hazards all along the waterways .............................. 56

4.4. Soil ...................................................................................................................... 56

4.5. Water Environment .............................................................................................. 56

4.6. Biological Environment (Project Site and Zone of 1 km radius) ........................... 57

4.7. Socioeconomic Environment ............................................................................... 63

4.8. Archaeological Sites: ........................................................................................... 66

Chapter 5. Environmental Impacts and Mitigation Measures ......................................... 67

5.1. Introduction ......................................................................................................... 67

5.2. Project Influence or Environmental Impact Area ................................................. 67

5.3. Identification of Project Activities and Associated Impacts .................................. 67

5.4. Impact Assessment and Evaluation .................................................................... 70

5.5. Impacts during pre-construction and construction Phase .................................... 70

5.5.1 Impact Due to Shifting of Utilities ......................................................................... 70



5.5.2 Impact Due to Shifting of Community/Religious Resources/Properties and Access to Properties ................................................................................................................... 71

5.5.3 Impact on Private land and Property ................................................................... 72

5.5.4 Impact Due to Clearing of Vegetation and Cutting of Trees and Impact on Mangroves ..................................................................................................................... 73

5.5.5 Impact Due to setting up of Construction Camp, material storage and debris disposal areas ................................................................................................................ 74

5.5.6 Impact Due to Setting up of Labour camps ......................................................... 76

5.5.7 Impact Due to Waste Generation and Setting up Debris Disposal Site ............... 78

5.5.8 Impact Due to Construction Material Sourcing and Establishment of Borrow Areas… .......................................................................................................................... 78

5.5.9 Impact Due to Transportation of Construction Material and Debris ..................... 82

5.5.10 Impacts Due to Hiring of Labour .......................................................................... 82

5.5.11 Impact due to Operation and Management of the construction vehicle and machinery ....................................................................................................................... 83

5.5.12 Impact on Drainage due to Siltation during Renovation of Embankment and Reconstruction of Cross Drainage works ....................................................................... 83

5.5.13 Impact on Slope Due to Embankment Renovation Works ................................... 85

5.5.14 Impact on Water Resources ................................................................................ 85

5.5.15 Impact on Water Quality ...................................................................................... 86

5.5.16 Impact on Top Layer of Soil and Soil Quality ...................................................... 87

5.5.17 Impact on Air Quality ........................................................................................... 88

5.5.18 Impact on Noise Level ......................................................................................... 89

5.5.19 Impact on Occupational Health & Safety of workers due to project activities ...... 90

5.5.20 Impact due to Contractor Demobilization ............................................................ 93

5.6. Impacts during Operation phase ......................................................................... 94

5.7. Summary Outcome ............................................................................................. 94

Chapter 6. Alternative Analysis ...................................................................................... 95

6.1. Introduction ......................................................................................................... 95

6.2. Location (Alignment), Planning and Design Alternatives ..................................... 95

6.3. With and Without Project Criteria ........................................................................ 96

6.4. Summary Outcome ............................................................................................. 99

Chapter 7. Public Consultation .................................................................................... 100

7.1. Introduction ....................................................................................................... 100

7.2. Objective of Public Consultation ........................................................................ 100

7.3. Methodology and Outcome of Consultations ..................................................... 101

7.4. Disclosure ......................................................................................................... 103

7.5. Summary Outcome ........................................................................................... 103

Chapter 8. Environmnetal Management Plan .............................................................. 104

8.1. Introduction ....................................................................................................... 104

8.2. Objective of Environmental Management Plan ................................................. 104

8.3. Environmental Management Plan ..................................................................... 104

8.4. Consolidated Environmental Management Plan................................................ 151

8.5. Environmental Monitoring Plan.......................................................................... 171

8.6. Institutional Framework for Implementation of EMP .......................................... 173

8.7. Trainings and Capacity Building ........................................................................ 179

8.8. Reporting ........................................................................................................... 179

8.9. Documentation, Updating and Record Keeping ................................................ 181

8.10. Mechanism for Feedback and Adjustments ...................................................... 181

8.11. Regulatory Clearances /Permission Required ................................................... 182

8.12. Grievance Readdress System ........................................................................... 182



8.13. Environmental Management Budget ................................................................. 183

List of Tables

TABLE 1.1 : BENEFITS OF PROPOSED EMBANKMENT ........................................................................................................ 24 TABLE 2.1 : SUMMARY OF ENVIRONMENTAL AND OTHER LEGISLATION WITH APPLICABILITY SCREENING .................... 30 TABLE 2.2 : WORLD BANKS OPERATIONAL POLICIES - ENVIRONMENTAL & SOCIAL SAFEGUARD .................................... 37 TABLE 3.1 : EXISTING ELEVATION LEVELS OF THE SALINE EMBANKMENT ........................................................................ 40 TABLE 3.2 : EXISTING ELEVATION LEVELS OF THE SALINE EMBANKMENT ........................................................................ 41 TABLE 3.3 : SALINE FEATURES OF PROPOSED EMBANKMENT ........................................................................................... 42 TABLE 3.4 : SHOWING EXISTING AND PROPOSED RIGHT OF WAY (ROW)/BOTTOM WIDTH DETAILS .............................. 43 TABLE 3.5 : VILLAGE WISE DETAIL OF LAND REQUIREMENT ............................................................................................. 43 TABLE 3.6 : ESTIMATION OF QUANTITY OF WASTE ........................................................................................................... 45 TABLE 3.7 : LIST OF MATERIAL AND THEIR SOURCES WITH DISTANCES ............................................................................ 46 TABLE 3.8 : COST ESTIMATION OF THE RENOVATION OF EMBANKMENT......................................................................... 47 TABLE 4.1 : SALIENT ENVIRONMENTAL FEATURES OF NARVEL BENAVALE EMBANKMENT SITE ...................................... 49 TABLE 4.2 : LAND USE OF THE STUDY AREA ...................................................................................................................... 53 TABLE 4.3 : METEOROLOGICAL DATA OF ALIBAG (PERIOD: 1981-2010) ........................................................................... 55 TABLE 4.4 : SENSITIVE ENVIRONMENTAL FEATURE WITHIN 10 KM RADIUS OF THE NARVEL BENAVALE EMBANKMENT

SITE ........................................................................................................................................................................... 57 TABLE 4.5 : DETAIL OF TREES PRESENT ON EMBANKMENT .............................................................................................. 60 TABLE 4.6 : DETAIL OF A FEW PATCHES OBSERVED ON LAND SIDE DURING SURVEY ....................................................... 61 TABLE 4.7 : LIST OF CRUSTACEANS AND FISH IN STUDY AREA .......................................................................................... 62 TABLE 4.8 : POPULATION OF PROJECT AREA ..................................................................................................................... 65 TABLE 4.9 : SOCIO ECONOMIC PROFILE OF PROJECT AREA ............................................................................................... 65 TABLE 5.1 : IMPACT IDENTIFICATION MATRIX ................................................................................................................... 68 TABLE 5.2 : NOISE LEVELS DURING VARIOUS CONSTRUCTION PHASE AND FROM CONSTRUCTION MACHINERY ........... 89 TABLE 6.1 : ANALYSIS OF ALTERNATIVES ON THE VIEW OF “WITH AND WITHOUT” PROJECT SCENARIO ........................ 96 TABLE 7.1 : DETAILS OF PUBLIC CONSULTATION ............................................................................................................. 101 TABLE 8.1 : ENVIRONMENTAL MANAGEMENT PLAN FOR SALINE EMBANKMENT-NARVEL- BANAVALE ........................ 105 TABLE 8.2 : CONSOLIDATED ENVIRONMENTAL MANAGEMENT PLAN FOR SALINE EMBANKMENT-NARVEL- BANAVALE

................................................................................................................................................................................ 152 TABLE 8.3 : ENVIRONMENT MONITORING PLAN ............................................................................................................. 171 TABLE 8.4 : REPORTING SCHEDULE .................................................................................................................................. 179 TABLE 8.5 : ENVIRONMENT MANAGEMENT BUDGET ..................................................................................................... 184

List of Figures

FIGURE 1.1 : COASTAL AREA MAP OF STATES COVERED UNDER NCRMP ......................................................................... 21 FIGURE 1.2 : LOCATION MAP OF NARVEL BENAVALE EMBANKMENT SITE ....................................................................... 23 FIGURE 3.1 : CONNECTIVITY MAP OF NARVEL BENAVALE EMBANKMENT SITE ................................................................ 39 FIGURE 3.2 : PHOTOGRAPHS OF THE EXISTING EMBANKMENT ........................................................................................ 40 FIGURE 4.1 : LOCATION MAP AND SURROUNDINGS WITHIN 1 KM RADIUS ..................................................................... 51 FIGURE 4.2 : LOCATION MAP AND SURROUNDINGS WITHIN 10 KM RADIUS ................................................................... 52 FIGURE 4.3 : GRAPHICAL PRESENTATION OF THE LAND USE WITHIN 1 KM RADIUS OF THE NARVEL EMBANKMENT SITE

.................................................................................................................................................................................. 53 FIGURE 4.4 : LAND USE MAP.............................................................................................................................................. 54 FIGURE 4.5 : SEISMIC ZONES OF INDIA .............................................................................................................................. 56 FIGURE 8.1 : INSTITUTIONAL MECHANISM FOR EMP IMPLEMENTATION-CONSTRUCTION PHASE ................................ 174 FIGURE 8.2 GRIEVANCE READDRESS MECHANISM-CONSTRUCTION PHASE ................................................................... 183

List of Annexure

ANNEXURE 1.1: LIST OF EIA REPORT PREPARERS ............................................................................................................ 192 ANNEXURE 2.1: NATIONAL AMBIENT AIR QUALITY STANDARDS, 2009 .......................................................................... 193 ANNEXURE 2.2: NOISE STANDARDS, CPCB ...................................................................................................................... 194 ANNEXURE 2.3: OSHA’S NOISE EXPOSURE LIMITS FOR THE WORK ZONE ....................................................................... 195 ANNEXURE 2.4: DRINKING WATER QUALITY STANDARDS-IS: 10500:2012 ..................................................................... 196



ANNEXURE 3.1: DETAIL OF THE EXISTING EMBANKMENT .............................................................................................. 197 ANNEXURE 3.2: DETAIL OF THE LOCATION OF TREES AND FACILITIES LOCATED WITHIN THE PROPOSED ROW ........... 209 ANNEXURE 3.5: DETAILS OF PROPOSED EMBANKMENT ................................................................................................. 236 ANNEXURE 3.6: LOCATION FOR PROPOSED PROTECTION/GABION WALL ...................................................................... 257 ANNEXURE 3.7: CROSS SECTIONS OF CD WORKS ............................................................................................................ 260 ANNEXURE 4.1: STRIP MAPS OF THE DIRECT IMPACT ZONE ........................................................................................... 269 ANNEXURE 5.1: PERMISSION LETTER FROM MANGROVES CELL OF FOREST DEPARTMENT ........................................... 275 ANNEXURE 6.1 : HIGH COURT NOTIFICATION FOR MANGROVE PROTECTION ............................................................... 280 ANNEXURE 7.1: INVENTORY OF HOT SPOTS, CRITICAL AND SENSITIVE LOCATIONS ....................................................... 292 ANNEXURE 7.2 : FORMAT FOR CONDUCTING CENSUS.................................................................................................... 295 ANNEXURE 7.3: LIST OF PAP ............................................................................................................................................ 296 ANNEXURE 7.4: LIST OF PAPS (PEOPLE WHOSE STRUCTURES ARE GETTING AFFECTED ................................................. 373 ANNEXURE 8.2: FORMATS FOR AMBIENT AIR AND NOISE MONITORING ....................................................................... 386



ABBREVIATIONS

ABBREVIATION FULL FORM BOCWA Building and Other Construction Workers (regulation of employment

and conditions of services) Act, 1996 BOCWR Building & Other Construction Workers Rules

°C Degree celcius CD Works Cross Drainage Works

CGWB Central Ground Water Board Ch Chainage

CPCB Central Pollution Control Board CR Critically Endangered

CRZ Coastal Regulation Zone CTE Consent to Establish CTO Consent to Operate Cum Cubic meter dB Decibles

DDMO District Disaster Management Officer DEIAA District Environment Impact Assessment Authority

DG Diesel Generator Dist District DPR Detailed Project Report EA Environment Assessment EC Environment Clearance EE Executive Enghineer

EEC European Economic Community EHS Environment Health & Safety EIA Environment Impact Assessment

ELCB Earth Leakage Circuit Breakers EMP Environment Management Plan EN Endangered

EPA Environment (Protection) Act ESMF Environment Social Management Framework FGD Focus Group Discussions FRP Fibre-Reinforced Plastic GIS Geographic Information System GoI Government of India Govt Government GRM Grievance Redress Mechanism GTS Great Trignometrical Survey Ha Hectare

HCFL Highest Creek Flood Level HDPE High Density Poly Ethylene

HEC RAS Hydrologic Engineering Center- River Analysis System HFL Highest Flood Level HH Household HTL High Tide Line IFC International Finance Corpofration ILO International Labour Organization IMD Indian Meteorological Department INR Indian rupees IRC Indian Road Congress IS Indian Standards

IUCN International Union for Conservation of Nature



Kg Kilogram KLD Kilo liters Per Day

KLDC Kharland Development Corporation Km Kilometer

Kmph Kilometre per hour LED Light Emitting Diode MCM Million Cubic Meter

MCZMA Maharashtra Coastal Zone Management Authority Mm Milimeter

MoEF&CC Ministry of Environment, Forest and Climate Change MPCB Maharashtra Pollution Control Board

MSEDCL Maharashtra State Electricity Development Distribution Company Limited Board

MSK Scale Medvedev–Sponheuer–Karnik Scale NAAQS National Ambient Air Quality Standards

NBSS&LUP National Bureau of Soil Survey and Land Use Planning NCRMP National Coastal Risk Mitigation Project NDMA National Disaster Management Authority

NE North East NGOs Non-Governmental organizations NGT National Green Tribunal NOC No Objection Certificate NW North-west OP Operational Policy

OSHA’S Occupational Safety and Health Administration PM Particulate Matter

PMC Project Management Consultant PPEs Personal Protective Equipment PPGL Pre-painted galvalume steel, Pre-painted Hot-Dip Galvalume Steel

PRA/ RRA Participatory Rural Appraisal / Rrapid Rrural Aappraisal PUC Pollution Under Control Pvt Private

PWD Public Works Department R.C.C Reinforced Cement Concretre cement RDC Resident District Collector RET Rare/Endangered/Threatened RL Reduced Level

RMC Ready Mixed MixedConcreteement SC Schedule Caste

SCZMA State Coastal Zone Management Authority SE Saline Embankment SE South East

SEIAA State Environment Impact Assessment Authority SIA Social Impact Assessment

SMP Social Management Plan SPIU State Project Implementation Unit ST Schedule Tribe SW South West

TPQA Third Party Quality Assurance USEPA United States Environmental Protection Agency of United States

UTs Union Territories WB World Bank



EXECUTIVE SUMMARY

1.0 INTRODUCTION

The National Cyclone Risk Mitigation Project (NCRMP) is initiated by Ministry of Home

Affairs, Government of India with the purpose of creating suitable infrastructure to mitigate

the effects of cyclones in the coastal states of India in a sustainable way. The NCRMP is a

flagship program, World Bank exclusively focusing on ex-ante disaster risk mitigation in

cyclone prone coastal states and union territories. It is being implemented by the National

Disaster Management Authority (NDMA) with support from the Ministry of Home Affairs

Government of India, with financial aid from International Development Association – World

Bank.

The main objective of the NCRMP project are:

• minimize risk and vulnerabilities of coastal to cyclones

• to strengthen the structural and non-structural cyclone mitigation efforts through creation of appropriate infrastructure which can help to mitigate the adverse impacts of cyclones, while preserving the ecological balance of a coastal region and

• Strengthening of cyclone warning systems enabling quick and effective dissemination of warning and advisories from source/district/sub-district level to the relevant communities.

• to build capabilities and capacities of people for cyclone risk mitigation in harmony with the conservation of coastal ecosystems

The project has identified 13 cyclone prone States and Union Territories (UTs), with varying

levels of vulnerability. These States/UTs are divided into two following categories, based on

the frequency of occurrence of cyclones, size of population and the existing institutional

mechanism for disaster management.

i. Category I- Higher Vulnerability States: Andhra Pradesh, Gujarat, Orissa, and West

Bengal

ii. Category II-Lower Vulnerability States: Maharashtra, Goa, Karnataka, Kerala,

Daman & Diu, Pondicherry, Tamil Nadu, Lakshadweep and Andaman & Nicobar

Island

NCRMP Maharashtra Project Components:

The project components in Maharashtra includes conversion of overhead electrical cable

network to underground system in Alibag, Ratnagiri, and Satpathi town, multi-purpose

cyclone shelters and Renovation of select Saline embankments. This EIA reports relates to

“Renovation of Saline Embankment in Narvel & Benavale villages in Pen Taluka, Raigad

District. Separate EIA reports are prepared for other saline embankments.

An SPIU has been formed under the Relief and Rehabilitation Department, Government of

Maharashtra for implementing the NCRMP-II project in Maharashtra state which will

implement the project in coordination with various government agencies like Kharland

Development Circle(KLDC), Harbour Division of Public Works Department(PWD),

Maharashtra State Electricity Distribution Company Limited(MSEDCL), through State

Disaster Management Authority. Project for renovation of saline embankments will be

implemented by Kharland Development Circle.



2.0 BRIEF DESCRIPTION OF THE PROJECT

Project Components

The proposed project is renovation of Narvel Benavale saline embankment scheme through

raising and strengthening under NCRMP-II project. Geographically, the proposed project

lies between latitudes of “18°46'41.50"N to 18°39'7.91"N”and longitudes from “73°2'12.85"E” to 73° 2'24.96"E. The embankment is situated near villages Bhal, Narvel & Benavale in

Taluka Pen, District Raigad. The embankment is located at a distance of 20 Kms from

Taluka place at Pen. Site is connected through Narvel Benavale, Washi-Vadhav, Vadhav-

Kaleshree rand other small roads to NH-66 (Alibag-Khopoli road). Map showing location on

Google map and connectivity of the site is given in Figure 1.

Figure 1. : Google Map for location and connectivity of the embankment site

Study area drains into the Bhogwati and Amba River/creek. Arabian sea is approx. 8 km

from the embankment in East direction. Maximum water level near the embankment is 3.88

m with respect to G.T.S. The topography of the study area is almost flat sloping towards

Arabian Sea. The general elevation of land at the proposed project area varies from 0 m to

2 m amsl and is thus prone to inundation during flood and cyclones. Thus, embankment is

essential to protect inland area from inundation.

Condition of Existing Embankment and its linked facilities

The existing embankment was constructed in 1952. At present it has become dialapidated

and under section in various sections. Total length of the embankment proposed is 16.44

km. Top level (RL) of existing bund varies from 1.69 m to 4.05 m. Available bottom width of

existing embankment varies between 0.0 m to 15.31 m. Top width of the existing bund

varies 0.88 m to 5.99 m. Facilities existing within the alignment includes 10 electric poles,



19 pukka house, 8 jetty, 24 fish ponds, 1 service line, 11 kachha house, 7 toilets, 5 toilets, 5

ottas, 3 sheds, 4 crematorium, 1 school, 2 temple, 1 well and 1 road.

The facilities mentioned above will either be completely or partially affected due to

embankment construction and budget is considered for either rehabilitation or

reconstruction of these facilities. As a measure to mitigate the impact on school and other

structures it is proposed to realign the existing embankment by straightening between

chainage 13230 to 13380. Structure falling between these chainages includes 3 houses, 1

jetty, 1 tree, 1 temple (Bahari) and 1 pond. These structures may also be saved along with

the school due to straightening of the embankment.

In addition to the above facilities, 42 nos. of trees exists on the embankment which will also

may get affected. Mangroves are also present in close vicinity to the embankment and they

are all along the embankment towards creek side whereas in patches towards land side.

NOC from Mangroves Cell of Forest Department is obtained for working in the area while

minimizing the impact on mangroves. Budget for relocation of facilities is considered under

the project cost.

Details of the Proposed Project

Under the project, existing embankment will be compacted, strengthened and height will

also be increased. Since the height of the embankment will increase, approach roads will

also be developed to connect the existing roads and the embankment. Facilities which will

be affected due to the project will also be shifted or reconstructed. Road which will be

affected at chainage 2910-2970 will be reconstructed. There are 7 existing CD works which

is in dilapidated condition and needs to be reconstructed. It is proposed to construct new

CD work. Ring bund will be provided at location of CD work during reconstruction to prevent

ingress of sea water. Total land requirement for the renovated embankment is 243960 sq. m

out of which 115958 sq. m is existing and additional 128002 sq. m of land is required1.

However, people have given their consent to KLDC to use their land for construction of

embankment.

The stone pitching is provided at Field Side up to H.F.L & at Creek Side up to Top of Bund

Level of the saline embankments. Beyond the stone pitching, turfing will be provided on land

side. The thickness of stone pitching is 20 cms. Pitching is provided from the ground level

right up to the top of embankment on creek side. Headers are provided for the pitching on

the creek side so as to sustain the wave action and tidal effects. 30 cm thick murum

bedding is provided below stone pitching for better strength and stability.

Highest tide levels published by the Maharashtra Maritime Board over a period of 25 years

up to the year 2014 are considered for design of the Saline Embankment. The design of the

Cross-Drainage works is adopted in the form of R.C.C Structures founded on Raft footings

& supported by counter-fort retaining walls on sides to save in the quantity of concrete as

per the finalized design. Salient features of the project are given in Table 1.

Table 1 : Salient features of the Existing Embankment project

S.No. Parameter Description Embankment

1. Type of embankment (Homogeneous / zoned/ rockfill): -

Zoned2

2. Length of embankment (m) : 16440

1 As per the PAP List Prepared by KLDC

2 Zoned embankments are the one which comprises of zones of selected materials having different degree of porosity, permeability and

density



3. Top width (m) :- 3.00 4. Top Bund level TBL (m) 5.18 5. Maximum Bottom Width (m) 23.76 6. Seismicity of the project area (IS:1893):

- Zone – IV

7. Slope of embankment. 1) U/S (Field side.) 2) D/S (Creek side.)

1.50 : 1 1.50 : 1

8. Sill level. 0.83 9. High tide level. 2.6 10. High flood level. 3.88 11. Free board. 1.5 m.

Sluice Gate/Ugadi 12. No. of C.D. Works. 8 13. Location. Of CD works Existing: Ch. 388m, 1786m, 2507m,

6732m, 7228m, 8787m & 9547m Proposed: 16405 m

14. Opening Rectangular 15. Catchment area. 20.37 Sq. Kms. 16. Flood discharge as per DICKNS

FORMULA 174.22 cum/sec

17. Area of water way provided. 149.89 Sqm. 18. Dimensions of opening (mm) Existing: 7 nos

Proposed: 1 additional Total: 7 reconstructed +1 new Existing

1) Ch.393m 3 x 1.50 x 2.43 2) Ch.1786m 3 x 1.50 x 2.43 3) Ch.2507m 3 x 1.50 x 2.43 4) Ch.6732m 3 x 1.50 x 2.43 5) Ch.7228m 3 x 1.50 x 2.43 6) Ch.8787m 3 x 1.50 x 2.43 7) Ch.9547m 3 x 1.50 x 2.43

Proposed 8) Ch.16405m 7 x 1.5 x 2.43

19. Types of Gates FRP / PPGL Gates, with horizontal hinges on top, acting one way restricting thereby saline water to enter in the benefited area.

3.0 NEED AND BENEFITS OF THE PROJECT

The coastal area of Raigad district is prone to frequent cyclonic storms and concurrent flood

hazards causing considerable loss of livelihood and livestock. Pen has experienced

devastating cyclones in the past including ARB02 in 1994 & Phyan in 2009, which has

caused substantial loss of life, and property in the area. Further the area also gets flooded

and the highest flood level were observed in 1979 and 2009 which is 3.31 m w.r.t GTS.

Hence, there is a need to protect disaster prone areas by renovating the existing

embankments which would certainly give security and safety to community living in the

area.

Considering the above, NCRMP-II includes the renovation of existing damaged

embankments in select vulnerable coastal areas. These embankments not only protect the

area from cyclones but also prevents ingress of sea water during high tide and cyclones to

the agriculture fields thus making the cultivation feasible in the area.



Benefits of the proposed embankment are as follows:

• Proposed renovation of the embankment will secure life of 12544 people, 815 households and assets worth 1222.50 lacs

• The water ponds and ground water recharge will be free from salination making ground water potable. Villagers are dependent either on wells, bore wells, or local natural resources.

• The saline embankment will act as a barrier between the creek & the coastal lands, thereby protecting the coastal lands from getting washed away during floods & daily tidal fluctuations. During the construction earthen embankment provides opportunities to the poor people residing in villages as well as its maintenance work in the future.

4.0 NEED FOR ENVIRONMENTAL IMPACT ASSESSMENT STUDY

Most of the impacts due to the project are anticipated on the environmental and social

sensitive receptors located in the direct impact zone (Proposed RoW) of the project and spill

over effects may be felt in immediate surroundings (15 m on either side of the

embankment). In addition, majority of impacts are short-term, temporary and mitigable with

measures except tree cutting. Thus, the impacts of the project anticipated are for the limited

time over the limited area. Since the impacts of the project are short term, temporary and

spread over the direct impact zone majorly, a limited EIA study is undertaken for the project.

EIA study has focused mainly on the environmental and social sensitive receptors falling

within the direct impact zone. All the environmental and social sensitive features falling in

the direct impact zone are mapped and strip maps are prepared. Mitigation and

management plan are designed so as to minimize impact of renovation of the saline

embankment on these environment and social sensitive receptors. Alternative analysis

study is also carried out for location, design and with & without project scenario as per WB

guidelines. CRZ clearance for renovation of the 8 nos of the saline embankment including

Narvel has been exempted by MCZMA vide letter no CRZ2013/CR-77/TC-4 dated 6th

February, 2015.

5.0 APPLICABILITY OF LEGAL AND REGULATORY FRAMEWORK ON PROJECT

The project has been evaluated for applicability of all National and State Laws, Rules and

Regulations as well as Operational policies and guidelines of World Bank. The Acts, rules

and guidelines applicable for the project are critically analysed to list out the statutory and

regulatory requirements including permits/NOC to be obtained by KLDC/ SPIU during

Planning phase and by Contractor during implementation phase. The detailed requirements

under each rule/regulation are mentioned in main report. Some of the key important

legislations and requirements applicable for the project are listed below.

i. Environment Protection Act-1986

ii. The Forest (Conservation) Act, 1980 and amendment 1988 and Maharashtra Felling of Tree (Regulation) Act 1964 No forest land involved but Mangroves are declared as protected forests as per High Court Notification thus permission is required from mangrove cell of Forest Department which is also obtained. Also, there is requirement to cut 42 trees for strengthening of the embankment. There is no reserve trees listed under Maharashtra Tree Felling Act, 1964. Permission should be obtained from District collector for cutting other non-reserve trees as per NGT order dated 8th Jan 2016 – case no 11/2015 (WZ). Also, compensatory plantation should be carried out in ratio of 1:10 for every tree cut



iii. Coastal Zone Management Act 2011 as amended

MCZMA has already granted exemption for CRZ clearance for the Narvel Saline embankment.

iv. Air (Prevention and Control of Pollution) Act, 1981, 1987 Consent to Establish (before installing) and Operate (after installing) of construction

camp is required if any plants like RMC Plant/DG sets are installed for the project.

Activity falls under orange category as per CPCB classification for industries dated

March 07, 2016 directions)

v. Water (Prevention and Control of Pollution) Act, 1974, 1988

Consent to Establish (CTE) for installation and operate (CTO) after installation of

construction camp is required if any plants like RMC Plant/DG sets are installed for

the project.

vi. Noise Pollution (Regulation and Control Act) 2000 and amendment till date (Noise

Rules 2010)

No Permit required but need to comply with prescribed noise levels.

vii. Hazardous and other waste (Management and Transboundary Movement) Rules, 2016

Authorization is required to be obtained if there is generation and disposal of waste oil

during construction phase from concerned state pollution control board)

viii. Manufacture Storage, & Imports of Hazardous Chemicals (Amendment) Rules, 2000

Permit for storage of hazardous material if the quantity exceeds the threshold limits

defined in the Rules

ix. Construction and Demolition Waste Management Rules, 2016

Waste will be generated from dismantling of the CD works and stripping of the soil from

existing embankment & proposed alignment area, authorization for handling and

management is required, So permission from local bodies of the area for disposal in

landfill areas

x. Solid Waste Management Rules, 2016

Contractor should follow the rules for disposal of the waste to be generated from labour

hutments

xi. Central Motor Vehicle Act 1988 and amendment, Central Motor Vehicle Rules, 1989 and

amendments till date Applicable, The Maharashtra Motor Vehicle Rules 1989

Rule to be followed for all the vehicles at site during construction & operation phase.

PUC is required for all vehicles at site.

xii. Maharashtra Minor, Mineral Extraction (Development and Regulation) Rules 2013

Appropriate permissions will be required from DEIAA / SEIAAA if contractor undertake

extraction himself or use sources already approved by the authorities.

xiii. The Gas Cylinder Rules 2016

Applicable if contractor store more than the exempted quantity of gas cylinder. Gas

cylinders will be required for the welding activity. Permission required from Chief

Controller of explosives.

xiv. Ancient Monuments and Archaeological Sites and Remains Act, 1958

No archaeological site falls within 300 m of proposed embankment But permission or

NOC from ASI should be taken prior start construction work.

xv. Building and Other Construction Workers (Regulation Of Employment And Conditions

Of Service) Act, 1996

Mandatory for contractors to provide safety health and welfare measures for all

construction labour as per the Act and Rules



The details of administrative authority for each above applicable legislation is given in

chapter 2 of the EIA Report.

Assessment is made wrt to the applicability of the World Bank Operational Policies on

Project. It is found that OP 4.01, OP 4.04, and OP 4.36 are triggered for the project.

Environmental standards to be maintained during project implementation and operation

stage includes the following

1. National Ambient Air Quality Standards, 2009 2. Noise Standards, CPCB 3. OSHAS Noise Exposure Limits for the Work Zone 4. Drinking water Quality Standards-IS:10500:2012

6.0 ANALYSIS OF ALTERNATIVE

Analysis of alternatives is carried out for analytical comparison of the operational

effectiveness, costs and environmental and social risks of the proposed developmental

options. It has been carried out for following two aspects:

1. Location/Alignment, Planning and Design of the Embankment

2. “With” and “Without Project” scenario

Considering the alternatives has saved mangroves and various structures existing along the

alignment. KLDC has modified the design of the embankment to reduce the land

requirement also and minimize impact on the farmers giving the land. In one section, i.e.

chainage between 13230 and 13380 is straightened to save the school and other structures

on the land side. However, some of the structures exists on the embankment will be

impacted due to the project as they cannot be avoided. Facilities/utilities which will be

impacted includes 42 trees, 10 electricity poles, 16 pakka houses, 8 jetties, 24 fish ponds, 1

electricity service line, 11 kachha houses, 7 nos of toilets (community and private toilets), 5

solar lights, 5 fish drying platforms, 3 shed, 4 crematorium, 1 shed, 2 temples, 1 well and

road. Budget for shifting of utilities is considered under the EMP budget to minimize the

impacts. None of the tree to cut falls in Maharashtra Tree Felling Act, 1964. Permission for

tree cutting will be required from District Collector as per NGT Order dated 8th Jan 2016 –

case no 11/2015 (WZ).

As per the old DPR, land requirement on land side was huge which has been reduced to by

modifying the initially proposed design and reducing the bottom & top width requirement. In

the design top width is reduced from 4 m to 3 m w which has also reduced the bottom width

or land requirement. Total additional land required is 128002 sq m.

Analysis was also carried out for With and Without Project Scenario. Proposed project will

secure 12544 lives, 815 households and property of worth 1222.50 lakhs, and also will

increase agricultural land to 1388 ha from 1010 ha which may lead to improved socio-

economic conditions of the people living in these villages. Air, water and noise quality will be

affected during construction phase but it will be short term and impact will be minimized with

mitigation measures as detailed out in the environment management plan.

7.0 PROJECT IMPACT AREA

The entire study area is classified under two categories i.e. Direct Impact zone and Project

Influence area. Proposed RoW of the embankment is considered as the direct impact zone

as all the project activities will be restricted to the proposed RoW. However, spill over

effects of construction will also occur in immediate surroundings like blockage of access to



houses and agriculture field, impact on mangroves and vegetation along the embankment,

dust generation and high noise level. Strip mapping is thus done for the proposed RoW and

additional 15 m width on each side of the proposed alignment.

Impacts of project are disturbance in air quality, increase in noise levels, impact on access

to village and the agriculture fields, shifting of utilities and disturbance of aesthetics. These

types of impacts are not anticipated to be significant beyond 1 km area. Thus the project

influence area is considered as direct impact zone (proposed RoW) and area within 1 km

radius of the saline embankment. However, notified eco-sensitive zones are studied within

the 10 km radius are of the proposed alignment.

ENVIRONMENTAL SCREENING OF PROJECT AREA

Environmental sensitivities associated with the site are listed below

• Existence of Mangrove all along embankment which needs protection while carrying

out repair works of embankment

• Requirement of the additional land in addition to the land under existing

embankment (this additional land can be private land or Government land)

• Facilities/utilities which will be impacted includes 10 electricity poles, 16 pakka

houses, 8 jetties, 24 fish ponds, 1 electricity service line, 11 kachha houses, 7 nos of

toilets (community and private toilets), 5 solar lights, 5 fish drying platforms, 3 shed,

4 crematorium, 1 shed, 2 temples, 1 well and road. Compensation will be provided in

form of shifting/relocation/reconstruction etc as feasible

• Cutting of 42 nos of non-reserved trees on the embankment, requiring compensatory

plantation in the area

Benefited area and the embankment are not falling in any notified eco-sensitive zone or

forest areas. However, mangroves are present all along the embankment on the creek side

and mangroves are considered as protected forest as per High Court Notification dated

06.10.2005. In addition, no archaeological site is present within 300 m radius of the

proposed embankment. Mangroves exist all along the embankment towards the creek side,

hence, the existing toe line on the creek side avoiding mangroves has been considered as

the starting point of the proposed embankment. There are no other notified areas like

National Park, Elephant / Tiger Reserve, migratory routes of avifauna or terrestrial fauna

within 10 km radius of the site.

8.0 ENVIRONMENTAL IMPACT ASSESSMENT

The impacts anticipated vary from low to high significance but most of the impacts are

associated with construction phase and are of short term, site specific and temporary in

nature. Major impacts are anticipated due to tree cutting, working in close vicinity to

mangroves, shifting of utilities, need of private land for embankment renovation, aesthetics

and occupational health & safety of workers. The impacts envisaged are manageable and

mitigable, if the suggested mitigation measures and environment management plan are

implemented. No impacts are anticipated during the operation phase of the project.

9.0 PUBLIC CONSULTATION AND DISCLOSURE

Informal consultations were carried out with the project implementation agency, i.e.

Kharland Development Circle, SPIU, local people and other stakeholders like Gram



panchayat. A large-scale consultation was also carried out by Kharland Development Circle

with local people and Patwari to inform people about the project and to obtain their consent

for using their land for construction of embankment. People have agreed to give off their

land voluntarily for construction of embankment and have signed the consent letters.

Design of the embankment has been improved in terms of reducing the land requirement for

embankment. Bottom width is reduced to minimize the land requirement and height of the

embankment is also increased. Other things considered in design after the survey and

consultation are provision of stone pitching on the land side also and mangroves line should

be kept as the creek side boundary of the proposed embankment to minimize the impact on

mangroves. Public consultation and site surveys has helped significantly to improve the

project design and social acceptability of the project. Environment impact assessment report

will be disclosed at the SPIU (NCRMP) website. Executive summary will also be disclosed

in local language as well at SPIU and NCRMP website and made available to local people

at the KLDC office.

10.0 ENVIRONMENT MANAGEMENT PLAN AND BUDGET

The Environmental Management Plan (EMP) is a synthesis of all proposed mitigation and

monitoring actions, set to a time frame with a specific responsibility assigned and follow-up

actions defined. Prepared EMP is a plan of actions for avoidance, mitigation and

management of the negative impacts assessed due to project activities. A detailed set of

mitigation measures have been compiled in view of the likely impacts associated with the

proposed project. EMP provides a management schedule of time and sequence of

implementation of the proposed mitigation measures. It also includes plans for pollution

prevention, environmental guidelines & standards, emergency management plan,

institutional framework, grievance readdress mechanism, capacity building, environment

monitoring plan and environment management budget.

Institutional Framework for EMP Implementation

Environmental and social management plan will be implemented by EHS officer of the

Contractor under direct reporting to Executive Engineer of Kharland Development Circle.

EHS cell of SPIU will supervise the KLDC and the contractor for EMP / SMP

implementation. Third Party Quality Assurance (TPQA) agency will be assigned the task of

effective monitoring and advisory for implementation after appointment.

Environment Monitoring Plan

Key monitoring indicators are defined as the environmental parameters which may get

impacted during different project stages and environment monitoring plan is prepared for

these key indicators for e.g. air quality, creek water quality, drinking water quality, noise

level, occupational health & safety, community issues, solid waste disposal, sanitation,

construction waste, sanitation, labour camps and construction camp during construction

stage and community issues & compensatory plantation survival during operation phase of

the project

Environmental Management Budget

Budget for environmental management both during construction and operation phase is

estimated and provisions for the same are provided.



11.0 GRIEVANCE READRESS MECHANISM

The Grievance Redress Mechanism (GRM) will have two tier structures. First tier will be at

Kharland Development Circle – at its Sub-division office and Divisional Office at Pen level

and second tier at SPIU level. The Executive Engineer of KLDC will be responsible to

address the concerns of the aggrieved person at first stage. Kharland Development Circle

will designate a dedicated email, phone number for receipt of grievances. A drop box will

also be installed at Kharland Office and at construction work site with lock and key. Drop

box shall be opened in presence of Contractor, KLDC and TPQA and the grievances will be

lodged in the grievance register and a specific number will be allotted to each grievance on

its receipt. The Sub-Division Engineer, Pen and Executive Engineer, Pen Division will

analyze the grievance received through interaction with contractor EHS officer and the

contractor will also visit the site to verify the complaint. District Collector or his deputed

representative shall be member of GRM Cell and any complaint / grievance is to be heard in

his presence who shall facilitate the redressal of such heard grievances, if any. The

response to the complaint with resolution will be communicated back to the aggrieved

person within 15 days. In case, grievance cannot be resolved at Kharland Department level,

then it will be escalated to SPIU level for further resolution. SPIU will put up this to

Grievance redress committee comprising District Collector or his deputed representative,

Sub Division Officer Kharland Pen, Executive Engineer Kharland Pen, Superintending

Engineer, Chief Engineer Water Resources Department, Representative of District

Administration and EHS Officer SPIU who will evolve the action plan to resolve the

complaint.

Grievance Readress Mechanism-Construction Phase

Grievance Readdress Committee (Sub Division Officer and Executive engineer Kharland Pen, Superintending engineer, Chief Engineer Water Resources Department, EHS Officer SPIU and District Collector/Representative

Kharland Pen Office or Construction Camp Site

Aggrieved Person

Written Response within 15 days

Mode of communication: Letter

and Drop box Joint Site Visit With Contractor and TPQA

Action Plan Implementation By

Contractor

Action Plan Supervision and

Reporting by SPIU with support of PMC

Closure Update



12.0 TRAINING AND CAPACITY BUILDING

The staff and workers at the site shall be given environmental trainings to enhance their

understanding of EMP requirements and ensure effective implementation of EMP. In case

change in any labour or other staff who will be engaged on the construction site also need

to be oriented about the project and EMP requirement. Both Contractor /Kharland

Department shall organize such training for staff & workers. These trainings shall be

organized by contractor through TPQA shall organizing the trainings.

• Training for usage of personal protective equipment

• Training for usage of fire-fighting equipment

• First aid training including protection from Snake bites

• Training for implementation of EMP

• Training for protection of working near water body

13.0 Reporting

Following reporting schedule is recommended.

• The contractor shall submit the monthly EMP compliance report including various

aspects such as material sourcing, waste disposal, compliance to statutory

conditions, incident and accident public grievances, work progress, to Executive

Engines Kharland Department, and Kharland shall forward the reports to SPIU and

SPIU with the support of PMC/TPQA shall review the reports

• TPQA shall undertake periodical Audits and provide orientation including status of

EMP and SMP implementation and submit periodical reports to SPIU and PMC shall

verity its reports and submit a quarterly report to SPIU on EMP compliance status.

• SPIU environment and social expert supported by PMC/TPQA will submit progress

reports to SPIU Project Director, PIU and World Bank. Reporting frequencies shall

be as per ESMF.

14.0 Documentation, Updation and Record Keeping

The following reference documents shall be maintained and available with contractor and

SPIU for implementation at construction site

1. Environmental Management Plan (EMP), Environment and Social Management

Framework (ESMF)

2. Environmental Standards

3. SoPs (Standard Operating Procedures) and Method Statements for each project

activity (to be prepared by contractor and submitted to Kharland Department)

The EMP should be updated regularly based on change in regulatory requirements, WB

/IFC EHS guideline and finding of annual independent audit findings.

The following records shall be maintained at the site

1. Records on health check-ups

2. Records of accidents

3. Records of entry/exit of the vehicle at the site and material transportation by each

vehicle

4. Record of debris disposal with date, quantity and location

5. Records of training & mock drills

6. Records of equipment and vehicle inspection and maintenance



7. Records of number of PPE and rejection of PPE

8. Records of grievances (received & closed)

9. Environmental monitoring reports

15.0 Mechanism for Feedback And Adjustments

As part of the feedback mechanism, Kharland Department, Pen Division and TPQA shall

monitor project compliance based on monitoring reports, audit and inspection reports with

respect EMP, EMoP and applicable laws, rules and regulations. Kharland Department will

report to SPIU/PMC on a quarterly basis. In case, any deviation from the contract

requirements with respect to proposed EMP is observed, the same shall be corrected within

a fortnight through contractor and TPQA and records maintained for the same. Kharland

Department will also verify the facts reports through periodic site visits. If required

SPIU/PMC shall verify the facts through site verification.

Public involvement shall be encouraged and ensured throughout the lifecycle of the project.

The Kharland Development Circle, Pen Division shall gather and maintain information on

any damage or public concern that may be raised by the local people, NGOs and local

authorities. While immediate solutions are to be worked out with the help of contractor, a

detailed report will be submitted to the SPIU for information or detailed consideration. The

KLDC, Pen Division and TPQA shall be responsible to bring it to the notice of the

SPIU/PMC. Resulting decisions shall be communicated back to KLDC and TPQA and

contractor for correction and future implementation.



CHAPTER 1. INTRODUCTION AND PROJECT BACKGROUND

1.1. Project Background

The National Cyclone Risk Mitigation Project (NCRMP) is initiated by Ministry of Home

Affairs, Government of India with the purpose of creating suitable infrastructure to mitigate

the effects of cyclones in the coastal states of India in a sustainable way. The NCRMP is a

flagship program, World Bank exclusively focusing on ex-ante disaster risk mitigation in

cyclone prone coastal states and union territories. It is being implemented by the National

Disaster Management Authority (NDMA) with support from the Ministry of Home Affairs

Government of India, with financial aid from International Development Association – World

Bank.

Project Objectives and States Covered under NCRMP: Main objectives of the NCRMP

project are:

• minimize risk and vulnerabilities of coasts to cyclones

• to strengthen the structural and non-structural cyclone mitigation efforts through

creation of appropriate infrastructure which can help to mitigate the adverse impacts

of cyclones, while preserving the ecological balance of a coastal region and

strengthening of cyclone warning systems enabling quick and effective

dissemination of warning and advisories from source/district/sub-district level to the

relevant communities.

• to build capabilities and capacities of people for cyclone risk mitigation in harmony

with the conservation of coastal ecosystems

The project has identified 13 cyclone prone States and Union Territories (‘UTs’), with varying levels of vulnerability. These States/UTs are divided into two following categories,

based on the frequency of occurrence of cyclones, size of population and the existing

institutional mechanism for disaster management.

iii. Category I- Higher Vulnerability States: Andhra Pradesh, Gujarat, Orissa, and West

Bengal

iv. Category II-Lower Vulnerability States: Maharashtra, Goa, Karnataka, Kerala,

Daman & Diu, Pondicherry, Tamil Nadu, Lakshadweep and Andaman & Nicobar

Island

NCRMP project is being implemented in Phases. The Costal states with phase bifurcation

are shown at Figure 1.1.



Figure 1.1 : Coastal Area Map of States Covered Under NCRMP

NCRMP Project Components: NCRMP has the following four major components:

• Early Warning Dissemination Systems

• Cyclone Risk Mitigation Infrastructure

• Technical Assistance for Multi-Hazard Risk Management

• Project Management and Implementation Support

Project Components in Maharashtra: The project components in Maharashtra includes

conversion of overhead electrical cable network to underground system in Alibag, Ratnagiri,

and Satpati towns, construction of few Multi-Purpose Cyclone Shelters and renovation of

select existing saline embankments. This EIA reports relates to “Renovation of Narvel

Benavale Saline Embankment located in Pen Tehsil of Raigad District. Separate EIA reports

are prepared for other saline embankments.

An SPIU has been formed under the Relief and Rehabilitation Department, Government of

Maharashtra for implementing the NCRMP- II project in Maharashtra state which will

implement the project in coordination with various government agencies like MSEDCL,



Harbour Division of PWD, Kharland Development Circle (KLDC), through State Disaster

Management Authority.

1.2. Project Overview

The Narvel Benavale Kharland (embankment) Scheme measures about 16.44 km and

protects village Kaleshrivadi, Tukaramwadi, Mothe Bhal, Vitthalwadi, Lakhola, Borze,

Narvel, Benavale, Sarebhag and Vashi with total benefited area of 1388 ha. The

embankment is situated near villages Bhal, Narvel & Benavale in Taluka Pen, District

Raigad. The Kharland Development Board constructed Narvel Benavale Kharland Scheme

in 1952 to protect the settlements and agriculture fields of above-mentioned villages.

Embankment abuts Bhogwati and Amba River/creek. The Scheme is located at a distance

of 20 Kms from Taluka Place at Pen. Site is connected through Narvel Benavale, Washi-

Vadhav, Vadhav-Kaleshree rand other small roads to NH-66 (Alibag-Khopoli road). At

present embankment is in dilapidated or became under section largely due to continuous

erosive action of tides, meandering action of the creek and heavy rainfall. Further workers

and animals have been using the earthen embankment as a road, which has aggravated

the damage of the embankment.

This kharland scheme is selected under the NCRMP-II project for Renovation. Kharland

Development Circle has obtained the clearance from Coastal Zone Management Authority

for repair and strengthening of embankment for its Renovation. There are no notified eco-

sensitive zones within 10 km radius of the embankment. No reserve forest area is present

within 1 km radius of the embankment. In addition, no archaeological site is present within

300 m radius of the proposed embankment. Mangroves exist all along the embankment

towards the creek side and on land side in some patches. Mangroves are classified as

protect forest areas as per High Court Order of 2005. Mangroves exist all along the

embankment on the creek side hence, the existing toe line on the creek side avoiding

mangroves has been considered as the starting point of the proposed embankment. Map

showing location of the embankment site is shown at Figure 1.2.



Figure 1.2 : Location Map of Narvel Benavale Embankment Site

1.3. Need of the Sub-Project

Maharashtra has a coastal belt of over 720 km between Gujarat to Goa. Raigad is coastal

district of Maharashtra. The coastal area of Raigad district is prone to frequent cyclonic

storms and concurrent flood hazards causing considerable loss of livelihood and livestock.

Pen has experienced devastating cyclones in the past including ARB02 in 1994 & Phyan in

2009, which has caused substantial loss of life, and property in the area. Further the area

also gets flooded and the highest flood level were observed in 1979 and 2009 which is 3.31

m w.r.t GTS. Hence, there is a need to protect disaster prone areas by renovating the

existing embankments, which would certainly give security and safety to coastal locality.

Considering the above, NCRMP-II includes the renovation of existing damaged

embankments in select vulnerable coastal areas. These embankments not only protect the

area from cyclones but also prevents ingress of sea water during high tide and cyclones to

the agriculture fields thus making the cultivation feasible in the area.

1.4. Benefits of the Project

Embankments are very useful as they help in protecting the area from the surge water

entering the area due to high tides. Embankments can improve soil fertility by controlling

saline water ingress; protect sources of drinking water & irrigation sources from salination;

reduce acute scarcity of water resources; improve crop productivity; increases fishing

opportunities there by increasing economic benefits and overall fishermen development;

enhances biodiversity by protecting flora and fauna of the area; land use improvement by

bringing large area which is presently wastelands under productive use; increases

availability of fodder & fuel; safeguards different and valuable assets of vulnerable people



from cyclone; and increases economic security & reduces migration. Specific benefits of the

proposed embankment are as follows:

Table 1.1 : Benefits of Proposed Embankment

1. Area of land to be saved from saline water ingress

There will be an improvement in the microclimate and soil productivity and thus, agriculture production can also be enhanced significantly, with the available livestock. Agricultural fields will be protected from saline water inundation and the sustainable agricultural production could be ensured. The project envisages protection of 1388 Ha. This component will help in stopping of the salinity ingress in the agricultural lands, improving sweet water recharge in the agricultural lands and controlling run off water.

2. Saving life and assets of people

Embankment will save life of 12544 people, 815 households and assets worth 1222.50 lacs). Also, embankment can be used as approach road for rescuing the life of people during cyclone and will also help to maintain supply continuity during emergency

3. Area of land irrigated with construction of canals / creek irrigation.

The water ponds and ground water recharge will be free from salination making ground water potable.

4. Availability of potable drinking water

The water ponds and ground water recharge will be free from salination making ground water potable. Water for drinking is one very critical problem. Villagers are dependent either on wells, bore wells, or local natural resources. The cost of fetching water from outside to the villagers is 36 lacs for six month.

5. To protect areas from erosion of soil.

The saline embankment will act as a barrier between the creek & the coastal lands, thereby protecting the coastal lands from getting washed away during floods & daily tidal fluctuations.

6. Employment opportunities during construction

During the construction earthen embankment provides opportunities to the poor people residing in villages as well as its maintenance work in future.

7. Reduction in migration of people

Due to shortage of the natural resources & opportunities for development, people migrate towards the urban areas, like Mumbai, Thane, Pune and Kolhapur. By renovation of existing saline embankment there will be an improvement in the microclimate and soil productivity and thus, agriculture production will also be enhanced significantly. Agricultural fields will be protected from saline water inundation and the sustainable agricultural production could be ensured. The project envisages protection of 1388 Ha. of kharland from saline water, thereby making the coastal farmers fetch agricultural income to the tune of Rs. 565.27 Lacs in the next 20 Year’s Span of the embankment.

1.5. Need of Environment Impact Assessment Study



Screening exercise has been undertaken for the project, and screening exercise indicated

the limited impacts of the project. Most of the impacts are anticipated on the environmental

and social sensitive receptors located within the proposed RoW and spill over effect will also

be observed in immediate surrounding areas. In addition, majority of impacts are short-term,

temporary and mitigable with measures except tree cutting. Thus, the impacts of the project

anticipated are for the limited time over the limited area. As per the section 6.4 and item nos

of the ESMF Volume I, “A detailed or limited environmental impact assessment study

(as the case may be depending on findings from the screening exercise) will be

undertaken for investments pertaining to saline embankment/bund strengthening

works and underground electric cabling (or in exceptional cases for roads with major

re-alignments). These sub-projects will undergo an analysis of alternatives,

especially in terms of their proposed location and/or design as required under

standard EA practice. For sub-projects requiring regulatory clearances (including the

Coastal Regulation Zone (CRZ) clearance), alternative site/s will be explored, and for

those with no viable alternatives, permissions will be sought in line with regulatory

requirements”

Since the impacts of the project are short term, temporary and spread over the direct impact

zone (proposed RoW) majorly and spill over effects may be felt in immediate surroundings

(15 m on either side of the embankment), a limited EIA study is undertaken for the project.

The EIA study has focused mainly on the environmental and social sensitive receptors

falling within the direct impact zone. All the environmental and social sensitive features

falling in the direct impact zone are mapped and strip maps are prepared. Mitigation and





Narvel Benavale has been exempted by MCZMA vide letter no CRZ2013/CR-77/TC-4 dated

6th February, 2015 (Annexure 8.1).

1.6. Objective of EIA study

The EIA study is aimed to achieve the following:

• To conduct environmental impact assessment study for each saline embankment

site by establishing the environmental baseline in the study area through primary

and secondary data collection, Identification of impacts associated with project

activities during pre-construction, construction and operation stages of project and

Preparation of appropriate impact mitigation measures for identified impacts.

• Preparation of environment management and monitoring plan along with

environmental budget, institutional arrangement and grievance readdress

mechanism.

• Measures to address identified environmental issues through appropriate planning

and design interventions as feasible and integration of EHS requirements into the

bidding documents

1.7. Scope of the EIA Study

As per the terms of references of the project issued by SPIU, Relief and Renovation Department, Government of Maharashtra, scope of this study is to update the existing EIA



report of the Narvel Benavale Embankment. Tasks undertaken for updation of the EIA report includes the following

• Review of existing EIA study, old DPR reports

• Suggestions on the basis of the study of existing EIA study and DPRs for improvising of the DPRs

• Preparation of inception and screening report

• Site survey and identification of all the environment and social assets falling within the proposed alignment/RoW

• Analysis and tabulation of the collected data

• Preparation of strip maps on the GIS platform using the data collected from the site

• Collection of the baseline data through the site survey and authentic secondary sources

• Impact identification, assessment and evaluation

• Designing the mitigation measures

• Preparation of environment management plan

• Updation of the environment impact assessment report

1.8. Approach and Methodology

NCRMP II, appointed M/s EQMS India Pvt. Ltd., for undertaking the study for updating the EIA reports the Renovation of the existing saline embankment-Narvel Benavale located in Pen Taluka of Ragiad District. The study was undertaken under Mr S K Jain (Environment Specialist) and Mr T G Ekande (Social Specialist) supported by other team members, following preparation of inception report, screening report and joint visits to the site along with DPR consultants and field surveys (Refer Annexure 1.1). This EIA study is undertaken in line with the requirements defined under ESMF, Operational Policies of World Bank, EHS Guidelines for General Industry by IFC. Methodology followed includes the following actions:

• Interaction with the client and collection of all project related studies and documents

• Review of the project alignment, old DPRs, Existing EIA study of the embankments

and ESMF of the project to understand the project

• Reconnaissance site visits to understand the project site, analyse the environmental

settings of the project area, identify the pollution sources in the area, know about the

perception & knowledge of people about the project and identification of the

stakeholders of the project

• Suggestions for improvising the DPRs on basis of the findings during the visit &

review of the documents

• Defining the study area for EIA study which is defined as corridor of impact

(proposed RoW/alignment) and project influence area (1 km radius area). Study is

extended to 10 km of project alignment for identification of notified protected areas

e.g. National parks, or wild life sanctuaries.

• Preparation of inception report and environmental screening report

• Site visits for collection of environmental and social parameters to be affected due to

the project development. Since this project is linear in nature and has site specific

impacts, the mapping of environmental and social features along the alignment has

larger importance for impact assessment and decision making, therefore larger

emphasis was given to collection of environmental and social features and strip



mapping of the environmental & social sensitive receptors. For other parameters,

secondary data has been used while providing the references.

• Consultation with the public during the study. Inputs obtained during the

consultations and considering the inputs provided for designing the EMP

• Formal and informal consultation was held during the study and stakeholders ‘input

was considered for defining the mitigation measures.

• Based on the understanding of the project & associated activities and the data

collected during baseline study, impacts of the project on environment was

identified, assessed and evaluated and accordingly appropriate cost-effective

mitigation measures are proposed

• Analysis of alternative to assess the ‘with’ and; without’ project scenario and identify

best feasible option for alignment route

• Preparation of environment management plan including the pollution prevention

plan, environment monitoring plan, capacity building, audits, reporting,

documentation, institutional framework, grievance readdress mechanism and

environment management budget

1.9. Limitation of EIA Study

The Environmental Assessment is carried out in tandem with the preparation of detailed project report. Strip mapping is carried out on the basis of the current situation and proposed alignment but if there is any change in the alignment in later stage/at the time of implementation, sensitivity analysis of that particular stretch would need to be undertaken prior implementation of project in that stage.

1.10. Structure of the EIA Report

The EIA report is presented in 8 chapters following this introduction chapter.

Chapter 1: Introduction: This chapter describes project background, need of the project,

objective and background including the need of the project.

Chapter 2: Policy, Legal and Administrative Framework: This chapter deals with the

identification & listing of applicable legislations and applicable administrative framework. It

also provides screening of applicable operational policies of World Bank and other

international practices and guidelines.

Chapter 3: Description of Project and Analysis of Alternatives: This chapter describes

the various project components incorporated in the overall project framework.

Chapter 4: Description of Environment (Environmental profile and baseline of the

project and study area): This provides background information based on primary and

secondary information for physical, biological, social and cultural resources of project and

study areas.

Chapter 5: Anticipated Environmental Impacts and Mitigation Measures: Here This

chapters provides details of identified impacts and suggested mitigation measures to

eliminate or minimise the identified impacts for preconstruction, construction and operation

stages of the project.



Chapter 6: Analysis of Alternatives: It also provides details the alternatives analyses for

with and without project scenarios.

Chapter 7: Public Consultation and Disclosure: The report provides details on the

stakeholder consultations carried out for the project, outcomes and methodology followed

for conducting stakeholder consultation

Chapter 8: Environmental Management Plan and Grievances Redress Mechanism:

This chapter provide the details on the management plans, along with institutional

mechanism, capacity building requirements and resources required for effective

implementation of the proposed mitigation measures and the monitoring framework

essential during construction as well as operation stages of the project.



CHAPTER 2. REGULATORY CLEARANCES/PERMISSION REQUIREMENT

2.1. Introduction

India has well defined institutional and legislative framework. The legislation covers all

components of environment viz. air, water, soil, terrestrial and aquatic flora and fauna,

natural resources, and sensitive habitats. India is also signatory to various international

conventions and protocols. The environmental legislations in India are framed to protect the

valued environmental components and comply with its commitment to international

community under various conventions and protocols. World Bank has also defined its

Environmental and Social Safeguard Operational Policies. This assessment is about the

applicability of above laws and regulations, conventions, protocols, and safeguard policies

to the proposed project.

2.1.1 Overview of Indian Environmental Legislation and Administrative Framework

The Government of India has framed various laws and regulations for protection and

conservation of natural environment. The legislations are broadly divided under following

categories.

• Environmental Protection

• Forests Conservation

• Wildlife Protection

There are no notified wildlife sanctuaries or national parks within 10 Km radius of the project

area. The highlights of umbrella legislations for Environment Protection and Forests

Conservation are given below:

The Environment (Protection) Act, 1986 was enacted with the objective of providing for

the protection and improvement of the environment. It empowers the Central Government to

establish authorities charged with the mandate of preventing environmental pollution in all

its forms and to tackle specific environmental problems that are peculiar to different parts of

the country. Various rules are framed under this Act for grant of environmental clearance for

any developmental project, resources conservation and waste management.

The Forest (Conservation) Act, 1980, amended 1988 was enacted to help conserve the

country's forests. It strictly restricts and regulates the de-reservation of forests or use of

forest land for non-forest purposes without the prior approval of Central Government. To this

end the act lays down the pre-requisites for the diversion of forest land for non-forest

purposes.

The Ministry of Environment, Forests & Climate Change (MOEF&CC) and Central Pollution

Control Board (CPCB) at Central levels and Maharashtra State Pollution Control Board at

state level are responsible for grant of environmental clearances/ consents/permits and

ensuring compliances to various environmental laws and regulations. MOEF&CC at

National Level, State Forests Departments at State level are responsible for matters related

to Forests. Maharashtra Coastal Zone Management Authority is responsible for matter

related to coastal zone for this project.



2.1.2 Applicable Environmental Legislation

As per the nature of the project, screening has been done to identify the legislations

applicable to the project. The summary of applicable legislation for the proposed project are

summarised at Table 2.1.

2.1.1 Operational Policies of World Bank

The project is being developed with the financial aid from World Bank. World Bank has its

operational policies, which safeguards the different environment and social components.

World Bank operational policies triggered for this project are summarised at Table 2.2.

Table 2.1 : Summary of Environmental and Other Legislation with Applicability Screening

S. No.

Legislation

Purpose Applicability

Reason Type of permit and

stage of applicabilit

y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

Applicable Legislations 1. Environ

ment Protection Act/Rules-1986

To protect and improve overall environment

Yes Project have potential to generate the pollutants and pollute the environment

No specific permission is required under this

law. However, follow the applicable guidelines

as applicable

under different

rules prescribed under this

law.

MoEF&CC Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

2. The Forest (Conservation) Act, 1980 and amendments The Forest (conservation) Rules 1981 and amendments

To help conserve the country's forests. It strictly restricts and regulates the de-reservation of forests or use of forest land for non-forest purposes without the prior approval of the Government. To this end the Act lays down the pre-requisites for the diversion of forest land for

Yes No forest land involved but mangroves lies in close vicinity to the embankment and Mangroves are declared as protected forests as per High Court Notification thus permission is required from mangrove

Permission for working in close vicinity to mangroves Permission for tree cutting

State Forest

Department

Contractor &

Kharland

Development Circle

(KLDC)

SPIU



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

till date Maharashtra Felling of Tree (Regulation) Act 1964

non-forest purposes

cell of Forest Department Also, there is requirement to cut 42 trees for strengthening of embankment. Permission should be obtained from District collector for cutting these trees as per NGT order dated 8th Jan 2016 – case no 11/2015 (WZ). Also, compensatory plantation should be carried out in ratio of 1:10 for every tree cut

3. Coastal Regulation Zone (CRZ) notification 2011 and amendment till date

To regulate development activities within the 500 m of high tide line in coastal zone and 100 m3 of tidal influence rivers.

Yes Project falls in the CRZ area

CRZ Clearance

(MCZMA has already granted exemption for CRZ clearance which is attached as Annexure 8.1).

MCZ MA, Kharland

Development Circle

(KLDC)

SPIU

4. Air (Prevention and Control of

An act to prevent and control Air pollution

Yes Involves air pollution generation and management

Consent to Establish (before installing) and

MPCB Contractor

Kharland

Developmen

t

3 This distance is reduced to 50 m as per CRZ Notification dated 18.01.2019 but this is subject to revision & final approval of CZMPs,

CZMA has submitted the MCZMP for reviision



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

Pollution) Act, 1981, 1987

for installation and operation of construction camp involving RMC and DG Set

Operate (after installing) of construction camp involving RMC Plant/DG sets. Activity falls under orange category as per CPCB classification for industries dated March 07, 2016 directions)

Circle (KLDC

) & SPIU

5. Water Prevention and Control of Pollution) Act, 1974, 1988

An act to prevent and control water pollution.

Yes Domestic sewage may generate from labour camps and also run-off from construction camp which may pollute the surface water bodies

Consent to Establish for installation and operate after installation of construction and labour camps involving RMC Plant/DG sets) as applicable

MPCB Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

6. Noise Pollution (Regulation and Control Act) 2000 and amendm

Ambient Noise Standards for different areas and zones

Yes Construction activities & vehicle may generate high noise levels than the prescribed levels under

No Permit required but need to comply with prescribed noise levels.

CPCB & MPCB

Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

ent till date

Noise Rules, 2010

7. Hazardous & Other Waste (Management and Transboundary Movement) Rules, 2016 as amended

Protection to general public against improper handling storage and disposal of hazardous waste. The rules prescribe the management requirement of hazardous wastes from its generation to final disposal.

Yes Used oil/lubricants from DG sets & machinery.

Authorization is required to be obtained for generation and disposal of waste oil during construction phase from concerned state pollution control board)

MPCB Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

8. Manufacture Storage, & Imports of Hazardous Chemicals (Amendment) Rules, 2000

Usage and storage of hazardous substances

Yes Construction work may require storage of the hazardous substance or explosives like fuel

Permit for storage of hazardous material if the quantity exceeds the threshold limits defined in the Rules

Chief Controller

of Explosives

Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

9. Construction and Demolition Waste Management Rules, 2016

To manage the demolition and construction waste and prevent environmental degradation

Yes Waste will be generated from dismantling of the CD works and stripping of the soil from existing embankment & proposed alignment area

Authorization

Permission from local

bodies of the area

for disposal in

landfill areas

Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

10. Solid To manage solid Yes There could No specific Local Contrac Kharla



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

Waste Management Rules, 2016

waste or semi-solid domestic waste, sanitary waste,

be generation of waste from labour camps and construction camps

permit is required. Just comply with the handling and disposal requirements of the rules

bodies of the area

tor nd Developmen

t Circle (KLDC

) & SPIU

11. Motor Vehicle Act 1988 and amendment till date Central and Motor Vehicle Rules, 1989 and amendments till date and The Maharashtra Motor Vehicle Rules 1989

To minimize the road accidents, penalizing the guilty, provision of compensation to victim and family and check vehicular air and noise pollution.

Yes Applicable, for all the vehicles at site during construction & operation phase

PUC Certificates, Use of licenced drivers, and vehicle insurances and permits

Motor Vehicle

Department

(Licensing authority, registration authority

&State Transport Authorities

)

Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU

12. The Gas Cylinder Rules 2016

To regulate the storage of gas / possession of gas cylinder more than the exempted quantity. (As per this rule, the emption quantity very depending on

Yes Applicable if contractor store more than the exempted quantity of gas cylinder. Criteria for exempt category is different for

License to store gas cylinder more than the regulated quantity

Chief Controller

of explosives

Contractor

Kharland

Developmen

t Circle (KLDC

) & SPIU



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

nature of gas) different category4 of gases

13. Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996

To regulate the employment and conditions of service of buildings and other construction workers and to provide for their safety, health and welfare measures and for other matters connected therewith or incidental thereto.

Yes As the project involve construction activities and handling of heavy machinery

No permit is required-Construction Phase, Mandatory for contractors to provide Safety Health and Welfare measures for workers

Labour Commissi

oner

Contractor

Kharland Development Circle (KLDC) & SPIU

14.

Maharashtra minor, Mineral Extraction (Development and Regulation) Rules 2013

Control of extraction, collection and removal of minor minerals

Yes

Project need minor minerals (like sand, aggregate, murram, etc)

Appropriate permissions will be required if contract undertake extraction himself or use sources already approved

Mines Department/ DEIAA/SEIAA

Contractor

Kharland Development Circle (KLDC) & SPIU

15.

Other applicable Social Laws

Contractor to Comply with the provisions of these laws as applicable.

• The Child Labour (Prohibition and Regulation) Act, 1986

• The Bonded Labour System (Abolition) Act 1976

• Minimum Wages Act, 1948

• The Payment of Wages Act, 1936, amended in 2005

• Equal Remuneration Act, 1976

• Workmen's Compensation Act, 1923

• Maternity Benefit Act, 1961

• Inter-State Migrant Workmen’s (Regulation of Employment

Contractor

KHARLAND DEVELOPMENT CIRCLE (KLDC)& SPIU

4 LPG : <100kg at a time, Flamable but non toxic: <200 kg at a time, Non flammable- Non Toxic : <200 kg at a time, Any toxic Gas :< 5 cylinders at a time, Acetylene Gas contained in cylinders in dissolved state: , 25 at a time.



S. No.

Legislation




y

Administrative

Authority

Responsibilit

y-Procuri

ng & Followi

ng

Responsibili

ty-Supervision

& Condition of Service) Act, 1979

• Petroleum Rules, 2002

• The Employees Provident Fund and Miscellaneous Provisions Act, 1952

• Payment of Bonus Act, 1965 and Amendment Act No.43 of 1977 and No.48 of 1978 and amendments

• Payment of Gratuity Act, 1972

• Public Provident Fund Act, 1968

• Employee State Insurance Act, 1948

• The Contract Labour (Regulation & Abolition) Act, 1970 and Rules

• Employer's Liability Act, 1938 (as amended)

• Labour (Regulation and Abolition) Act 1970

• Sexual Harassment of Women at the Workplace (Prevention, Prohibition and Redressal) Act 2013

• The Personal Injuries (Compensation Insurance) Act, 1963 (as amended)

• The Electricity Act 2003. Legislations Not Applicable to Project

• The Batteries (Management and Handling) Rules 2001

• Plastic waste management Rules, 2016/

• Maharashtra Plastic and Thermocol Products (Manufacture, Usages, Sale, Transport Handling and Storage) Notification 2018

• E-Waste Management Rules, 2016

• Biological Diversity Act, 2002

• EIA Notification, 2006 (This is not applicable at this stage but if the borrow areas or new quarries are required to be established then environmental clearance will be required from DEIAA/SEIAA)

• Wildlife (Protection) Act 1972 amended 2003

• Chemical Accidents (Emergency Planning, Preparedness and Response) Rules, 1996

• Bio-Medical Waste (Management and Handling rules) 2016 (Provision is made only for first aid box at camps and construction site with tie up with nearby hospitals. No bio medical waste is likely to be generated at these camps and work site)

• Public Liability Insurance Act 1991

• Explosive Act 1884 & Explosive Rules, 2008

• Ozone Depleting Substances (Regulation) Rules, 2000 as amended in 2005

• The Maharashtra Groundwater (Development and Management) Act 2009

• Guidelines for evaluation of proposals/requests for ground water abstraction for drinking and domestic purposes in Notified areas and Industry/Infrastructure project proposals in Non-notified areas, 2012

• The Scheduled Tribes and Other Traditional Forest Dwellers (Recognition of Forest Rights) Act, 2006 & Rules, 2007

• Ancient Monuments and Archaeological Sites and Remains Act, 1958 (May be applicable for chance findings of archaeological artifact/objects)



Table 2.2 : World Banks Operational Policies - Environmental & Social Safeguard

Name Key Requirement Applicability Remarks

OP 4.01 Environmental Assessment

Ensures sustainability and environmental feasibility of the project. Projects are classified into A, B & C category depending on the nature and extent of the impact.

Triggered Project will have environmental and social impacts All potential impacts are to be identified and appropriate mitigation measures to developed and implemented.

OP 4.04 Natural habitats

Ensures conservation of natural habitats and discourages disturbance of any natural habitat due to project development by recommending adoption of alternative method/route/approach or adopting management measures

Triggered Alignment of saline embankment falls in CRZ area and work shall be undertaken in close vicinity to the mangroves. Also 42 nos of trees are anticipated to be affected due to the project

OP 4.36 Forests

Ensures that project activities do not disturbs/interfere with the forest, forest dwellers activities, fauna and flora of the forest. Prevents and discourages deforestation and impacts on rights of forest dependent people.

Triggered Mangroves are protected forests as per the High Court Notification. Mangroves are in close vicinity to the proposed site which may affect the mangroves. No forest land will be acquired

OP 4.12 Involuntary Resettlement

Ensures minimal involuntary resettlement by considering feasible alternatives project design, assisting displaced people to improve their former living standard.

Not Triggered Not applicable. People are voluntarily donating the land for development of embankment. Consents from land owner is obtained from Kharland Development Circle (KLDC). The project is for welfare of people and protecting the inner land area from sea water ingress

OP 4.10 Indigenous people

Ensures protection of the dignity, right and cultural uniqueness of indigenous people and ensures they receive social and economic benefits

Not Triggered Not applicable, no indigenous people are present in the project area.

OP 4.11 Physical Cultural Resources

Ensures preservation of property of cultural and religious importance, heritage and property of natural importance and enhancement of cultural properties

Not Triggered No archaeological site exists within 300 m of proposed alignment

World Bank’s operational policy 4.01 (OP 4.01) categorize the project into Category A, B &

C on the basis of nature and extent of the impacts anticipated from the project. Scope of

Environmental assessment studies depends on the category in which the project falls and is

defined below.



Category A - Projects with significant environmental impacts and requiring a full

Environmental Assessment (EA),

Category B - Projects with moderate environmental impacts and requiring a lesser level of

environmental assessment,

Category C - Projects which require no environmental assessment, but screening required

The proposed project is sub-component of the NCRMP, is classified as “Category A” as per ESMF guidelines. The project categorization or extent of EIA is undertaken as per approved ESMF. As per the

section 6.4 and item no. d of the ESMF Volume I, “A detailed or limited environmental impact assessment study (as the case may be depending on findings from the

screening exercise) will be undertaken for investments pertaining to saline

embankment/bund strengthening works and underground electric cabling (or in

exceptional cases for roads with major re-alignments). These sub-projects will

undergo an analysis of alternatives, especially in terms of their proposed location

and/or design as required under standard EA practice. For sub-projects requiring

regulatory clearances (including the Coastal Regulation Zone (CRZ) clearance),

alternative site/s will be explored, and for those with no viable alternatives,

permissions will be sought in line with regulatory requirements”

Since the impacts of the project are short term, temporary and spread over the direct impact

zone (proposed RoW) majorly and spill over effects may be felt in immediate surroundings

(15 m on either side of the embankment), a limited EIA study is undertaken for the project.

The EIA study has focused mainly on the environmental and social sensitive receptors

falling within the direct impact zone. All the environmental and social sensitive features

falling in the direct impact zone are mapped and strip maps are prepared. Mitigation and





Narvel Benavale has been exempted by MCZMA vide letter no CRZ2013/CR-77/TC-4 dated

6th February, 2015 (Annexure 8.1).

2.2. Environmental Standards

Environmental standards are being framed under above mentioned legislations, acts and rules. Standards to be followed during the development and operation phase of the project are listed below.

1. National Ambient Air Quality Standards, 2009 (Annexure 2.1) 2. Noise Standards, CPCB (Annexure 2.2) 3. OSHA’S Noise Exposure Limits for the Work Zone (Annexure 2.3) 4. Drinking water Quality Standards-IS: 10500:2012 (Annexure 2.4)

2.3. Key safeguard documents

Other than this EIA report, existing Environment Social Management Framework for NCRMP – II is referred and other supplementary documents prepared under this project are Strip Maps, Social Impact Assessment Report and Screening Report.



CHAPTER 3. Project Description

3.1. Introduction

The Kharland Development board constructed Narvel Benavale Kharland Scheme in 1952.

The Alignment of Saline Embankment abuts Bhogwati and Amba River/creek. The

embankment has become under section over the period and thus requires renovation by

repairing and strengthening. The Narvel Benavale embankment measures about 16.44 km

and protects village Kaleshrivadi, Tukaramwadi, Mothe Bhal, Vitthalwadi, Lakhola, Borze,

Narvel, Benavale, Sarebhag and Vashi with total benefited area of 1388 ha. Vulnerable

population of 12544 people and their property to the tune of Rs. 1222.50 Lakhs can be

protected from Cyclone and tsunami by rehabilitating this embankment. In addition, people

will be able to carry out agriculture on the land which gets affected due to saline water

ingress in the under-section portions of embankment.

3.2. Project Location and Its Connectivity

The proposed project is renovation of Narvel Benavale saline embankment scheme through

raising and strengthening under NCRMP-II project. Geographically, the proposed project

lies between latitudes of “18°46'41.50"N to 18°39'7.91"N”and longitudes from “73°2'12.85"E” to 73° 2'24.96"E. The embankment is situated near villages Bhal, Narvel & Benavale in

Taluka Pen, District Raigad. The embankment is located at a distance of 20 Kms from

Taluka place at Pen. Site is connected through Narvel Benavale, Washi-Vadhav, Vadhav-

Kaleshree rand other small roads to NH-66 (Alibag-Khopoli road). Location and connectivity

map of the embankment is given in Figure 3.1.

Figure 3.1 : Connectivity Map of Narvel Benavale Embankment Site



Study area drains into the Bhogwati and Amba River/creek. Arabian sea is approx. 8 km

from the embankment in East direction. Maximum water level near the embankment is 3.88

m with respect to G.T.S. The topography of the study area is almost flat sloping towards

Arabian Sea. The general elevation of land at the proposed project area varies from 0 m to

2 m amsl and is thus prone to inundation during flood and cyclones. Thus, embankment is

essential to protect inland area from inundation. The minimum, maximum and average

ground and top levels of the bund is detailed below in Table 3.1:

Table 3.1 : Existing Elevation Levels of the Saline Embankment

Description Maximum (Meters) Minimum (Meters) Average (Meters)

Ground Level-RL 2.77 -0.74 1.76

Bund Top Level-RL 4.05 1.69 3.11

Source: DPR

3.3. Condition of existing embankment

The existing embankment was constructed in 1952. At present it has become dialapidated

and under section in various sections. Details of the ground level, top width and bottom

width of the existing embankment are attached as Annexure 3.1. Photographs of the

existing embankment are given in Figure 3.3. Top level (RL) of existing bund varies from

1.69 m to 4.05 m. Available bottom width of existing embankment varies between 0.0 m to

15.31 m. Top width of the existing bund varies 0.88 m to 5.99 m

Condition of Embankment Captured at Various Chainages

Figure 3.2 : Photographs of the Existing Embankment



3.4. Existing facilities on and around embankment

Existing embankment has become undersection and requires repair and strengthening to

continue to protect the benefited area for which is constructed. Over the time various

facilities have come over and in close vicinity to the embankment. Facilities existing on the

embankment is given in Table 3.2.

Table 3.2 : Existing Elevation Levels of the Saline Embankment

Fa

cilit

y

Ele

ctr

ic P

ole

Pu

kka H

ou

se

Jett

y

Fis

h

Po

nd

/Po

nd

s

Serv

ice lin

e

Kach

ha

ho

us

e/jh

op

di

To

ilet

So

lar

Lig

ht

Ott

a/F

ish

dry

ing

pla

tfo

rm

Sh

ed

Cre

mato

riu

m

Sch

oo

l

Te

mp

le

Well

Ro

ad

Nos 10 19 8 24 1 11 7 5 5 3 4 1 2 1 1

Source: Survey

The facilities mentioned above will either be completely or partially affected due to

embankment construction and budget is considered for either rehabilitation or

reconstruction of these facilities. As a measure to mitigate the impact on school and other

structures it is proposed to realign the existing embankment by straightening between

chainage 13230 to 13380. Structure falling between these chainages includes 3 houses, 1

jetty, 1 tree, 1 temple (Bahari) and 1 pond. These structures may also be saved along with

the school due to straightening of the embankment.

In addition to the above facilities, 42 nos of trees exists on the embankment which will also

may get affected. Mangroves are also present in close vicinity to the embankment and they

are all along the embankment towards creek side whereas in patches towards land side.

NOC from Mangroves Cell of Forest Department is obtained for working in the area while

minimizing the impact on mangroves. Budget for relocation of facilities is considered under

the project cost. Details of location of the facilities, which will get impacted due to the

proposed project, are given in Annexure 3.2.

3.5. Natural Hazards of the Project Area

Project area falls under the coastal zone of the Raigad District and is prone to threats of

cyclones and inundation during storm. Area in past have experienced two devastating

cyclones, i.e. ARB02 in 1994 & Phyan in 2009, which has caused substantial loss of life,

and property in the area. In addition, seawater enters inland from the locations where the

saline embankment has become undersection during high tide in monsoon season. Such

chainages are not defined in the DPR but has been communicated by the public during the

consultation. HFL/HCL level at the site is 3.68 m. Thus, to prevent the impact of cyclone on

these embankments, it is proposed to increase the height of the embankment. Top level of

the designed embankment considered is 5.18, thus there is free board of 1.5 m available

beyond the HFL/HCL. Seismic hazard is high in the area as the area falls under the seismic

zone IV. Structure of embankment is designed as per the seismic zone IV.

3.6. Description of The Project

Project involves Renovation of the saline embankment by strengthening and repairing the

embankment. Under the project, existing embankment will be compacted, strengthened and

height will also be increased. Since the height of the embankment will increase, approach

roads will also be developed to connect the existing roads and the embankment. Facilities



which will be affected due to the project will also be shifted or reconstructed. Road which

will be affected at chainage 2910-2970 will be reconstructed. There are 7 existing CD works

which is in dilapidated condition and needs to be reconstructed. It is proposed to construct

new CD work. Ring bund will be provided at location of CD work during reconstruction to

prevent ingress of sea water. Salient features of the project are given in Table 3.3 below.

Layout map of the proposed embankment is attached as Annexure 3.3. Typical cross

sections of the embankment are attached as Annexure 3.4.

Table 3.3 : Saline Features of Proposed Embankment

S.No. Parameter Description Embankment

20. Type of embankment (Homogeneous / zoned/ rockfill): -

Zoned5

21. Length of embankment (m) : 16440 22. Top width (m) :- 3.00 23. Top Bund level TBL (m) 5.18 24. Maximum Bottom Width (m) 23.76 25. Seismicity of the project area (IS:1893): - Zone – IV 26. Slope of embankment.

1) U/S (Field side.) 2) D/S (Creek side.)

1.50 : 1 1.50 : 1

27. Sill level. 0.83 28. High tide level. 2.6 29. High flood level. 3.88 30. Free board. 1.5 m.

Sluice Gate/Ugadi 31. No. of C.D. Works. 8 32. Location. Of CD works Existing: Ch. 388m, 1786m, 2507m,

6732m, 7228m, 8787m & 9547m Proposed: 16405 m

33. Opening Rectangular 34. Catchment area. 20.37 Sq. Kms. 35. Flood discharge as per DICKNS

FORMULA 174.22 cum/sec

36. Area of water way provided. 149.89 Sqm. 37. Dimensions of opening (mm) Existing: 7 nos

Proposed: 1 additional Total: 7 reconstructed +1 new Existing

9) Ch.393m 3 x 1.50 x 2.43 10) Ch.1786m 3 x 1.50 x 2.43 11) Ch.2507m 3 x 1.50 x 2.43 12) Ch.6732m 3 x 1.50 x 2.43 13) Ch.7228m 3 x 1.50 x 2.43 14) Ch.8787m 3 x 1.50 x 2.43 15) Ch.9547m 3 x 1.50 x 2.43

Proposed 16) Ch.16405m 7 x 1.5 x 2.43

38. Types of Gates FRP / PPGL Gates, with horizontal hinges on top, acting one way restricting thereby saline water to

5 Zoned embankments are the one which comprises of zones of selected materials having different degree of porosity, permeability and

density



enter in the benefited area.

3.7. Right of Way Detail & Land Details

Existing Narvel Benavale saline embankment was constructed using private and

government lands earlier, however as per the proposed renovation and strengthening the

design requires additional land. Width of the embankment as per the existing design and

proposed design requirements is shown in the Table 3.4 below and the existing and

proposed width and height are detailed in Annexure 3.1 and 3.5. Total land requirement for

the renovated embankment is 243960 sq. m out of which 115958 sq. m is existing and

additional 128002 sq. m of land is required6. However, people have given their consent to

KLDC to use their land for construction of embankment. Village wise detail of the land

requirement is given below in Table 3.5.

Table 3.4 : Showing Existing and Proposed Right of Way (RoW)/Bottom Width Details

Sl. No Name of the Saline Embankment

Existing bottom width in meters

Designed Bottom width meters

1 Narvel Benavale 0.0 m to 15.31 m 10.33-23.76 Source: DPR

Table 3.5 : Village Wise Detail of Land Requirement

Village Private Government land/creek side land/other land

Total Land

Existing Land-ha

Additional Land-ha

Total Existing Land-ha

Additional Land-ha

Total

Kaleshrivadi 0.2399 0.4317 0.6716 0.7761 0.9799 1.756 2.4276 Tukaramvadi 0.1002 0.1747 0.2749 0.4735 0.3388 0.8123 1.0872 Mothe Bhal 0.0722 0.0593 0.1315 0.3001 0.4192 0.7193 0.8508 Vithalwadi 0.4169 0.2921 0.709 2.681 3.0605 5.7415 6.4505 Lakhola 0.7365 0.9155 1.652 0.0806 0.089 0.1696 1.8216 Borze 0.6495 0.766 1.4155 0 0 0 1.4155 Narvel 0.9709 0.781 1.7519 0.0924 0.1645 0.2569 2.0088

Benavale 1.8255 1.476 3.3015 0.1022 0.1559 0.2581 3.5596 Sarebagh 0 0 0 2.0397 2.6477 4.6874 4.6874

Vashi 0 0 0 0.0386 0.0484 0.087 0.087 Total 5.0116 4.8963 9.9079 6.5842 7.9039 14.4881 24.396

Source: KLDC

3.8. Existing Drainage Conditions

Benefited area protected by existing embankment is well drained through the seven nos of

CD works. Same CD works shall be maintained after the renovation works also to ensure

the drainage. One more CD work is proposed to be constructed at chainage 16405 m. After

renovation there will be 8 CD works through which embankment will drain the storm water.

Additionally, longitudinal drains will be provided on the slope of embankment and along the

toe of the embankment to drain on creek side so as the water falling on the embankment

can easily be drained off to prevent the erosion. Drainage system is designed so as the

entire water will be channelized to the creek.

6 As per the PAP List Prepared by KLDC



3.9. Design Criteria

European Economic Community (EEC) has carried out the study and provided the designs

to the Kharland Development Circle (KLDC) for construction of the embankments. European

Economic Community (EEC) in their study has considered the designs approved by

Government of Maharashtra with certain modifications7. Top level of the embankment is

finalized considering the results of HEC RAS computer program. Highest tide levels

published by the Maharashtra Maritime Board over a period of 25 years up to the year 2014

are considered for design of the Saline Embankment. The design of the Cross-Drainage

works is adopted in the form of R.C.C Structures founded on Raft footings & supported by

counter-fort retaining walls on sides to save in the quantity of concrete as per the finalized

design

3.10. Proposed Project Components and Construction Methodology

Embankment

ROW of embankment will be cleared off the vegetation. Earth will be stripped up to the

depth of 15 cm from the RoW. Existing embankment will then be compacted using

compactors and rollers. Thereafter the earth (hearting (earth) followed by casing (murrum)

material) & other material will be laid in layers as per approved design. Geo-textile will be

provided on the slopes followed by murrum. Thereafter stone pitching will be carried out on

the embankments using stone rubble or stone chips. Rock toe of the embankment will be

constructed for retaining the embankment. Gabion wall/protection wall is proposed to be

constructed in various sections which are weak and where enough land is not available to

strengthened the embankment and minimize the social issues. Details of chainages where it

is proposed to provide gabion wall is given in Annexure 3.6. The embankment will be

constructed with suitable material as determine by Engineer & compaction to 95 % of

standard proctor density with vibratory roller.

Groynes

Groynes are the vertical stone structures which are engineer at the sharp curves or edges

of the embankment so as to divert the water/waves to prevent direct hitting to the

embankment. These structures will prevent the washing away/scouring and erosion of the

embankment. These groynes will be constructed at curvature points in this embankment.

Provision for Groyne construction is kept in the DPR. It is proposed to provide groynes at

chainage 13500, 13595, 13550, 14570, 14600, 14640, 14790, 15100 and 15150.

CD Works

There are total seven nos of CD work existing in embankment. CD works are existing at

Chainage 388 m, 1786 m, 2507 m, 6732 m, 7228 m, 8787 m, 9547 m. One more CD work

will be constructed at chainage 16405 m. Ring bund will be provided at location of the CD

works construction to prevent flow of water from creek to land during high tide. Raft

foundation will be provided for the proposed CD work. Material approved by engineer and

as per BOQ will only be used for construction of the CD works. Rock toe will be provided in

starting and end chainages of the CD work to prevent scouring of the CD works due to

water action. Cross section drawings of CD works are attached as Annexure 3.7.

7 Modification in the Murum bedding below the stone pitching from 10 cm to 30 cm thick



Approach Road

Approach road of total length 500 m (250 m on each side) will be constructed to connect the

embankment with the existing roads.

3.11. Slope Stabilization

The stone pitching is provided at Field Side up to H.F.L & at Creek Side up to Top of Bund

Level of the saline embankments. Beyond the stone pitching, turfing will be provided on land

side. The thickness of stone pitching is 20 cms. Pitching is provided from the ground level

right up to the top of embankment on creek side. Headers are provided for the pitching on

the creek side so as to sustain the wave action and tidal effects. 30 cm thick murum

bedding is provided below stone pitching for better strength and stability.

Jute/coco fibers are more economic and environment friendly options but as per KLDC

experience for stone pitching option is more suitable, as the life of stone pitching is much

more than jute/coco fibers and consider stone pitching more economical and suitable for the

location. Stone pitching of the existing embankment is also intact in many places and

reference can be taken from Koleti embankment which was constructed 5 years ago and is

still intact8. Further there are no issues of theft with the stone pitching unlike jute/coco fibers

pitching. It was discussed with villagers also and they have agreed to protect the

embankment and the pitching.

3.12. Waste Generation and Management

Waste which may generate from the project will include the demolition waste, stripped earth,

vegetation waste, municipal waste from labour, Dry concrete/empty cement bags/broken

bricks and stones, broken wooden supports etc. Estimation is done for the quantity of

demolition waste and stripped earth and is given in Table 3.6.

Table 3.6 : Estimation of Quantity of Waste

S. No. Type of Waste & Source Quantity Management and Disposal

1 Demolition of Waste: Dismantling of 7 nos of CD works

365.9 cum for all the CD works

Segregation into recyclable and non-recyclable waste. Recyclable waste to be sold to the authorized vendors and non-recyclable to be disposed at debris disposal site to be identified by contractor

2 Earth: Stripping of existing 40105.69 cum for the To be heaped along

8 Pictures of Stone pitching of Koleti saline

embankment



embankment and proposed embankment alignment

entire project the alignment on landward side under covered condition. To be disposed in regular intervals at debris disposal site to be identified by contractor

3 Municipal Waste: generated from labour camps

Approx. 20-25 kg/day (@ approx. 50 labours in the labour camp)

Disposed-off through the local agency in area or pit composted or disposal at the debris disposal site to be identified by contractor

4 Construction Waste: Generated from construction of embankment and CD works

Approx. 10-20 kg/day Segregation into recyclable and non-recyclable waste. Recyclable waste to be sold to the authorized vendors and non-recyclable to be disposed at debris disposal site to be identified by contractor

Source: DPR & EQMS Experts 3.13. Construction Material Requirement

Detail of the construction material requirement, quantity and sources are provided in the

Table 3.7. All material will be purchased from local vendors only within distance of 35 km

from embankment. Earth and quarry materials will be purchased from the authorized

suppliers having valid environmental clearance for minor minerals as per EIA Notification,

2006. Map showing location of the material sources is attached as Annexure 3.8.

Table 3.7 : List of material and their sources with distances

Sr. No. Material Available at Distance (km.) Quantity

1 Soil (cum) Pen 20.00 312654.56 2 Murum (cum) Mapgaon 35.00 73460.46 3 Rubble (cum) Mapgaon 35.00 46312.35 4 Sand (cum) Dharmtar 25.00 11885.89 5 Cement (cum) Pen 20.00 3224.93

6 Steel (MT) for sheet pile

Pen 20.00 108

7 Stone Pitching-sq. m

Mapgaon 35.00 42224.25

8 Metal-cum Mapgaon 35.00 4195.68

3.14. Time and Implementation

The project will be implemented within the period of 180 days. The contractor shall start

work in different packages wherever approach is available in order to complete the work in

the designated time period. Work should be undertaken only after offset of monsoon

season.



3.15. Project Cost

The total estimated project cost for the renovation of embankment, CD work and the

approach road will be Rs. 53,03,93,768.66. Description of the project cost is shown in Table

3.8. This cost does not include the cost of environmental management and restoration of

the facilities/utilities getting disturbed which can be referred from the EMP chapter

Table 3.8 : Cost Estimation of the Renovation of Embankment

Sr.No. Description of Item Amount

1 'Earthen Embankment.'' 266908652

2 'C. D. Works''. 71382895.82

3 Approach Road 1013136.50

Total INR 33,93,04,685.31

Final Cost with Quality Control, price variation, GST (12%), Royalty charges, 10% additional charges,

53,03,93,768.66



CHAPTER 4. Description of the Environment

4.1. Introduction

Generation of environmental baseline of a project area is an important phase of any

Environmental Assessment process. Baseline data provide vital information on the existing

environmental quality in which a development is planned. In order to assess impacts due to

the project, baseline environmental conditions have been studied and discussed in this

chapter.

The entire study area is classified under two categories i.e. Direct Impact zone and Project

Influence area.

Direct Impact Zone: Proposed RoW of the embankment is considered as the direct impact

zone as all the project activities will be restricted to the proposed RoW. No project activity

like clearance, staging of machinery, stocking of material etc will be done outside the

designed RoW of embankment. Thus, the proposed/design alignment is considered as

operational area for this project. However, spill over effects of construction will also occur in

immediate surroundings like blockage of access to houses and agriculture field, impact on

mangroves and vegetation along the embankment, dust generation and high noise level.

Strip mapping is thus done for the proposed RoW and additional 15 m width on each side of

the proposed alignment. Strip maps are attached as Annexure 4.1.

Project Influence Area: It is the area, which will be impacted due to the project

development. It includes both direct and indirect impact zones. For this study purpose,

impacts anticipated are majorly during construction phase and short term only. The impacts

which may occur up to 1 km will include disturbance in air quality, increase in noise level,

impact on access to village and the agriculture field, shifting of utilities and disturbance of

aesthetics. Considering the type of impact, it is anticipated that the impact will not extend

beyond the 1 km radius of the proposed project. Thus, project influence area is considered

as proposed RoW/alignment and area within 1 km radius of the proposed alignment.

However, notified eco-sensitive zones are studied within the 10 km radius are of the

proposed alignment

4.2. Site Description and Its Environmental Salient Features

The embankment is situated near villages Bhal, Narvel & Benavale in Taluka Pen, District

Raigad. The embankment is located at a distance of 20 Kms from Taluka place at Pen. Site

is connected through Narvel Benavale, Washi-Vadhav, Vadhav-Kaleshree rand other small

roads to NH-66 (Alibag-Khopoli road). Study area drains into the Bhogwati and Amba

River/creek. Arabian sea is approx. 8 km from the embankment in East direction. Maximum

water level near the embankment is 3.88 m with respect to G.T.S. The topography of the

study area is almost flat sloping towards Arabian Sea. The general elevation of land at the

proposed project area varies from 0 m to 2 m amsl and is thus prone to inundation during

flood and cyclones. Thus, embankment is essential to protect inland area from inundation.

There are no environmentally sensitive components such as National Park, Wildlife

Sanctuary, Elephant / Tiger Reserve, migratory routes of avi fauna or terrestrial fauna is

present within 1 Km as well as within 10 km radius of the site. The Salient Environmental

Features of Narvel-Benavale embankment site is summarised in Table 4.1. Map showing

the location of site and surroundings within 1 km and 10 km radius are given in Figure 4.1

and 4.2.



Table 4.1 : Salient Environmental Features of Narvel Benavale embankment Site

Sl.

No.

Environmental Features

Yes

No

Details

1 Biosphere Reserve √ No notified area within 10 km

distance from embankment 2 National Park √ No notified area within 10 km

distance 3 Wildlife/Bird Sanctuary √ No notified area within 10 km

4 Tiger Reserve/Elephant Reserve √ No notified area within 10 km

distance 5 Turtle nesting grounds √ No notified area within 10 km

distance 6 Wetland √ No notified area within 10 km

distance 7 Mangrove area √ All along the embankment in

creek side and in patches on

land side. Mangroves exists

along the water channel

existing on the land side

8 Estuary with mangrove √ Bhogwati and Amba

Creek/River

9 Natural lake √ None within 1 km distance

10 Swamp/mudflat √ Present within 1 km area

11 Habitat of migratory birds (outside

protected area)

√ None

12 Migratory route of wild animals/birds √ None

13 Area with threatened/rare/endangered √ None

14 Reserve / protected forest √ Mangroves are declared

protected forest as per High

Courts Notification and they

exist along the embankment in




existing on the land side.

Mangrove cell has given NOC

for renovation of the

embankment while protecting

the mangroves

15 Zoological park/Botanical Garden √ None

16 Rivers, streams, estuaries or deltaic

mouth? Within 500 M

√ Bhogwati and Amba

Creek/River



17 CRZ Area Yes, falls under CRZ area.

Permission obtained from

MCZMA for renovation of

embankment

18 World heritage site √ None

19 Archeological monument/site (under ASI-

Central or state list)

√ None

20 Historical places (not listed under ASI-

central or state list but regionally/locally

important)

√ None

21 Reservoir/Dam √ None

22 Public Water Supply Areas from

Rivers/Surface Water Bodies/ Ground

Water Sources

√ None

Source: EQMS Experts



Figure 4.1 : Location Map and Surroundings Within 1 km Radius



Figure 4.2 : Location Map and Surroundings within 10 km Radius



4.1. Physiography and Land Use

The district Raigad has three physiographic divisions i.e. (i) Coastal zone in west covers

about 20% percent of the district (ii) Central zone covers about 1/3rd of the district,

consisting of fertile land in low lying area (iii) Hilly zone in the eastern part highly uneven in

altitude and covered with forest. This hill range is characterized by ruggedness and uneven

topography, with crestline of peaks and saddles forming the eastern horizon. The drainage

of the study area is controlled by Amba and Bhogwati river. Amba river is flowing west of the

Narvel Benavale embankment and Bhogwati river is flowing along the northern boundary of

the embankment.

The study area lies in Coastal zone in west and form an extensive flat alluvial tract. The

topography of the study area is almost plain sloping towards Arabian sea. Elevation of the

benefited area varies from 0-4 m amsl.

The land use of the core embankment site is with spars shrubby plantation. As per the land

use analysis of 1 km area around the proposed embankment site, about 53.58% of the land

is under cultivation, about 19.89% land is under water bodies, about 16.06% of the land is

under vegetation, 10.07% land is marshy land and rest of the land is under other uses

(Refer Figure 4.3 and Table 4.3). Land Use map of the project influence area is given in

Figure 4.4.

Table 4.2 : Land use of the Study Area

Sl. No. Class Area (Sq. km) Percentage

1 Agricultural Land 17.35 53.58 2 Settlement 0.13 0.40 3 Water body 6.44 19.89 4 Vegetation 5.20 16.06 5 Marshy Land 3.26 10.07 Total 32.38 100

(Source: Satellite image analysis by EQMS)


Figure 4.3 : Graphical presentation of the Land use within 1 km radius of the Narvel Embankment site




Figure 4.4 : Land Use Map



4.2. Climate

The study area falls in Raigad district of Maharashtra state. The climate of the study area is

typical as of the west coast of India, with plentiful, regular and seasonal rainfall during the

monsoon season. Being a coastal district, the diurnal (daily) and seasonal variations in

temperature is not much. The year may be divided into four seasons; the summer from

March to May, the rainy season from June to September, the post-monsoon season in

October and November, and the winter season from December to February. The average

annual rainfall for the district as a whole is 2164 mm. The air is humid throughout the year.

Humidity is 98% in rainy season & in winter is 60%. Average daily temperature in the district

is 22°C to 30°C and minimum temperature is 17°C to 27 °C. Climate of the town is also

moderate. The wind speed was observed mostly between 6.9 and 27.3 km/hour for all the

months. The predominant wind direction during summer and winter is from North-West

direction. During monsoon season the wind flows from South-West direction.

Severe tropical storms with wind speed of over 150 km/hr occur in the Arabian Sea,

generally during May /June and October /November. However, the frequency of such

cyclonic storms passing over Mumbai and surrounding areas is low when compared to East

coast of India. Two major cyclones which affected Maharashtra and project area are ARB

02 in 1994 and Phyan in 2009. Wind speed during ARB02 cyclone was between 118-165

kmph (32-45 mps)9 and during Phyan was between 85-95 kmph (24-26 mps). These types

of cyclones are classified as very severe and severe category cyclones.10 The

meteorological parameters play a vital role in transport and dispersion of pollutants in the

atmosphere. The long term historical meteorological data was obtained from nearest IMD

station located at Alibag which is approx. 20 km from site in SW direction. Details provided

in Table 4.3.

Table 4.3 : Meteorological Data of Alibag (Period: 1981-2010)

Month

Temperature (oC) daily

Relative Humidity (%)

Rainfall (mm)

Predominant Wind Direction

(From)

Cloud Amounts

Oktas

Wind Speed Km/hr

Max Min 08:30 17:30 08:30 17:30 08:30 17:30

January 29.1 17.5 75 62 0.6 E, NE NW, N 0.5 0.4 7.6

February 29.3 18.3 75 63 0.1 NE, E NW, N 0.3 0.2 8.5

March 30.8 21.0 78 65 0.2 NE, E NW, N 0.6 0.4 10.2

April 32.0 23.9 79 70 0.2 NE, E NW, W 1.0 0.6 11.0

May 33.4 26.6 76 72 16.4 SE, NW

NW, SW 2.8 1.9 13.8

June 31.9 26.2 84 80 584.7 SW, SE

SW, NW 5.3 5.3 19.5

July 30.2 25.5 88 84 730.7 SW, W

SW, W 6.5 6.5 24.7

August 29.7 25.1 88 83 555.9 SW, W

SW, NW 6.6 6.4 22.1

September 30.4 24.4 89 79 345.4 SE, E NW, SW 4.6 4.7 11.7

October 32.6 23.5 83 70 76.2 E, NE NW, N 2.0 1.9 7.9

November 33.0 21.1 75 63 7.2 E, NE NW, N 0.8 0.7 6.9

9Source: Report on cyclonic disturbances over North Indian Ocean During 1994 10Source: Cyclone hazard proneness of districts of India by M Mohapatra, Cyclone Warning Division, India Meteorological Department



December 31.0 18.8 74 63 3.1 E, NE NW, N 0.7 0.7 6.8

Annual Total or Mean

31.1 22.7 80 71 2320.7 E, NE NW, SW 2.7 2.5 12.6

(Source-IMD Alibag)

4.3. Seismicity and Associated Hazards all along the waterways

According Seismic map of India 2002 the entire Raigad districts lie in Zone IV, where the

maximum expected intensity is VIII (MSK). Project area also falls under Seismic Zone-IV. It

means that the area is covered under “High Seismicity-hazard zone. The seismic zoning

map of India showing project site is shown in Figure 4.5.

(Source: Seismic Zone Map of India 2002)

Figure 4.5 : Seismic Zones of India

4.4. Soil

Soil types of Pen are loamy, mixed, isohypethermic and Lithi Ustorthents as per soil maps

of Maharashtra, NBSS&LUP (National Bureau of Soil Survey and Land Use Planning),

Nagpur. Soil types of direct impact zone are khar/saline.

4.5. Water Environment

Ground Water: Project site is located in the coastal area and along the creek. In coastal

areas, ground water level is high and the quality is not fit for drinking due to saline water

ingress. As per the CGWB11 estimation the net annual ground water availability for Pen

Taluka is 1.69 MCM. Gross draft of ground water in Pen Taluka for irrigation is 6.17 MCM,

for domestic and industrial water supply is 4.34 MCM making total gross draft to be 10.51

MCM. In the project area, as per CGWB report, stage of ground water development in Pen

Taluka is 8.22% and is categorized as safe zone.

11 Ground water information, Raigad district Maharashtra, CGWB, 2013



Hydrogeology: Deccan Trap Basalt of upper Cretaceous to lower Eocene is the major rock

formation in the study area. The western part of the district consisting Basalt flows are

altered to Laterite. Recent deposits comprising Beach Sand and Alluvium occur along the

coast and in the river mouth.

Coastal Saline Area and Effect on Ground Water: Being a coastal alluvial tract the whole

study area is saline. Both fresh and saline aquifers are present in the area but most of the

study area is along the coast and ground water and have been rendered saline due to

breach in age old bunds.

4.6. Biological Environment (Project Site and Zone of 1 km radius)

Biological environment is the environment where life forms can exist. The sum of

environments where life forms exist is called the biosphere, these includes a portion of land,

water, and air. Generally, biological environment of an area is good indicators of climatic

and edaphic factors. Studies on biological aspects of ecosystems are important in

Environmental Impact Assessment for safety of natural flora and fauna. The biological

environment includes terrestrial and aquatic ecosystems. The animal and plant communities

co-exist in a well-organized manner. Their natural settings can get disturbed by any

externally induced anthropological activities or by naturally occurring calamities or disaster.

So, once this setting is disturbed, it sometimes is either practically impossible or may take a

longer time to come back to its original state. Hence, changes in the status of flora and

fauna are an elementary requirement of Environmental Impact Assessment studies, in view

of the need for conservation of environmental quality and biodiversity.

4.6.2 Ecological Profile of Project Area

Ecological study is carried out for the project influence area which is proposed RoW and 1

km radius around the embankment site. The ecology of project influence area includes tree

plantation, mangroves, agrarian ecosystem as well as aquatic ecosystem Bhogawati and

Amba river/creek. Eco-sensitive features area studied in 10 km radius of the embankment

and the summary of analysis is presented in Table 4.4.

Table 4.4 : Sensitive Environmental Feature within 10 km radius of the Narvel Benavale Embankment Site

Sl.

No.

Environmental Features

Yes

No

Details

1 Biosphere Reserve √ No notified area within 10 km

distance from embankment 2 National Park √ No notified area within 10 km

distance 3 Wildlife/Bird Sanctuary √ No notified area within 10 km

4 Tiger Reserve/Elephant Reserve √ No notified area within 10 km

distance 5 Turtle nesting grounds √ No notified area within 10 km

distance 6 Wetland √ No notified area within 10 km

distance



7 Mangrove area √ All along the embankment in




existing on the land side

8 Estuary with mangrove √ Bhogwati and Amba

Creek/River

9 Natural lake √ None within 1 km distance

10 Swamp/mudflat √ Present within 1 km area

11 Habitat of migratory birds (outside

protected area)

√ None

12 Migratory route of wild animals/birds √ None

13 Area with threatened/rare/endangered

flora

√ None

14 Reserve / protected forest √ Mangroves are declared

protected forest as per High

Courts Notification and they

exist along the embankment in




existing on the land side.

Mangrove cell has given NOC

for renovation of the

embankment while protecting

the mangroves

15 Zoological park/Botanical Garden √ None

16 Rivers, streams, estuaries or deltaic

mouth? Within 500 M

√ Bhogwati and Amba

Creek/River

17 CRZ Area Yes, falls under CRZ area.

Permission obtained from

MCZMA for renovation of

embankment

18 World heritage site √ None

19 Archeological monument/site (under ASI-

Central or state list)

√ None

20 Historical places (not listed under ASI-

central or state list but regionally/locally

important)

√ None

21 Reservoir/Dam √ None



22 Public Water Supply Areas from

Rivers/Surface Water Bodies/ Ground

Water Sources

√ None

Source: Primary and Desktop Survey

4.6.3 Terrestrial Ecology in Project Influence Area

The terrestrial ecology within the whole impact zone is discussed as under:

Direct Impact Zone: There are approx. 42 trees on the saline embankment apart from the

shrubs and herbs. Details of the trees existing on the embankment are given in Table 4.5.

These trees will be cut for the renovation

of embankment. None of these trees are

listed in the Maharashtra Tree Felling

Act, 1964, thus permission for tree cutting

should be obtained from District Collector

as per NGT Order order dated 8th Jan

2016 – case no 11/2015 (WZ). There are

mangroves and shrubs all along the

embankment on the creek side whereas

there are cultivated and non-cultivated

agricultural fields on the land side of the

embankment. Mangroves are also

observed in patches in land side and

along the channels running inside the

benefited area. List of some of the

patches where mangroves were found on land ward side are given below in Table 4.6.

These patches are marked on the strip maps also. Major mangrove species observed close

to the embankment are Tivar (Avicenia marina), and Maraudi (Acanthus ilicifolius). Other

mangrove species present in area includes White Mangroves (Avicennia officinalis),

Kamodumbi (Rhizophora apiculate or Rhizophora mucronata), Salvadora persica and

Sonneratia species. Some of the mangrove associates found in the area are Acanthus

illicifolius, Clerodendron inerme, Cressa cretica, Derris trifoliata, Derris uliginosa and

Fimbristylis ferruginea. Permission has been obtained

fom Mangrove cell of forest Department for

renovation of the embankment. There will be minimal

disturbance to mangroves while carrying out

renovation works. Mangrove line (creek side toe line

of existing embankment) is considered as the creek

side starting boundary of the embankment. Kharland

Department Circle has planned the project in a way to

have minimal impact on the mangroves. Mangroves

on land side will continue to get brackish water supply

through the existing water channels on the land ward side. None of the channel will be

blocked or diverted.

Vegetation on the Bund

Mangroves on Landward Side



Table 4.5 : Detail of Trees Present on Embankment

S.No. Trees Coordinates Distance from creek side end

of embankment(

m)

Chainage/Chainage Range

No of Trees

1. Neem 18°46'42.83"N 73° 2'11.95"E

6.5 70 1

2. Trees Bhend Suvabal Nariyal

18°46'46.03"N 73°

2'10.50"E

6.0 180 5 3 1 1

3. Anwala Tree

18°46'46.40"N

73° 2'10.40"E

7.4 210-260 1

4. Bhendi 18°46'58.77"N

73° 2'3.83"E

9.0 540-570 2

5. Bhendi 18°47'13.03"N

73° 1'5.08"E

7.5 2550 3

6. Bhendi 18°47'14.13"N

73° 1'4.67"E

9.5 2590 1

7. Trees Bhendi Segva Nariyal Neem

18°47'21.89"N

73° 0'58.06"E

8.8 2910-2930 9 4 2 1 2

8. Trees Bhendi Sitaphal Kaju

18°47'23.45"N 73°

0'57.40"E

9.5 2970 3 1 1 1

9. Bhendi 18°47'21.89"N

73° 0'58.06"E

10 3360 1

10. Bhendi 18°47'17.94"N 72°59'59.16"E

4 7235 1

11. Trees Bhendi

18°46'23.93"N73° 0'2.13"E

7.4 9000 5 4

Mangroves Patches on Landward Side



Siras 1

12. Bhendi 18°45'20.49"N 73° 0'27.98"E

6.5 13290 6

13. Bhendi 18°45'13.44"N 73°

0'37.52"E

7.2 13800 1

14. Bhendi 18°44'57.95"N

73° 1'24.52"E

6.8 15780 2

15. Bhendi 18°45'1.08"N 73° 1'54.30"E

9.0 16440 1

16. Total 42

Source: Site Survey

Table 4.6 : Detail of A Few patches Observed on Land Side During Survey

S.No. Structure Trees Coordinates Distance from creek side end

of embankment(

m)


1. - Mangroves patches creek and landward

side

18°47'13.83"N 73°

1'35.51"E To

18°47'11.65"N 73°

1'31.82"E

00 1650-1740


side

18°48'0.11"N 73° 0'7.21"E

To 18°47'54.53"

N 72°59'43.00"E

00 5010-5820


side

18°47'40.01"N

72°59'41.43"E To

18°47'8.20"N 72°59'59.88"E

00 6270 -7590

4. - Mangrove patches creek and landward

side

18°46'46.06"N 73° 0'10.70"E To 18°46'24.38"N 73° 0'2.67"E

00 8340 -9090


side

18°46'21.78"N 73° 0'1.40"E To 18°46'19.42"N 73°

00 9150-9240



0'0.16"E


side

18°46'10.45"N 72°59'55.10"E To 18°45'58.70"N 72°59'50.78"E

00 9720-10350

7. - Mangrove Patches creek and landward

side

18°45'0.76"N 73° 1'46.06"E To 18°45'3.01"N 73° 1'53.13"E

00 16110-16380

Source: Site Survey

4.6.4 Fauna

No significant wildlife is observed in the study area as there are no national parks, birds’ sanctuaries, wildlife sanctuaries, Elephant / Tiger Reserve (existing or proposed), migratory

routes/ wildlife corridor within 1 km area of the embankment site. Few patches of mangrove

forests exist within 1 km area of the embankment. Mangroves are present along the

alignment of the proposed embankment. These mangrove patches serve as a habitat for the

wild fauna.

Mammals: No significant carnivorous and herbivorous wild animals are found in the area.

Fox, Mongoose, Porcupine, monkeys and Jungle Cat (Felis chaus) are the common

mammals found in the project influence area

Amphibian & Reptiles: Frog, Indian bull frog, snake like Indian cobra (Naja naja); Dhaman

(Lycodon aulicus), Chitti (Bungarus spp.) and lizard are found in the project influence area

Avifauna

The area is inhibited by resident’s forms of a large numbers of avifauna like the weaver bird,

common myna, house sparrow, Weaver bird house crow, Common Crow, Blue Rock Pigeon

and many water birds. All the birds are found near water bodies and wet irrigated fields

feeding actively on insects.

Details of Fisheries

Fishes are at the apex in aquatic food chain. Fishing is the prime occupation of people in

the study area. Being a coastal area people is engaged in fishing activity, so fishermen have

their own assets of fishing. List of fish observed/reported in the study area is given in Table

4.7.

Table 4.7 : List of Crustaceans and fish in Study area

Sl.No. Scientific name Family Local Name

1. Uca sp. Ocypodidae Fiddler crab

2. Scylla serrata Portunidae Mud crab

3. Penaeus monodon Penaeidae Tiger prawn

4. Penaeus indicus Penaeidae White shrimp

5. Squilla mantis Squillidae Squilla



6. Scylla serrata Portunidae Mud crab

7. Charybdis annulata Portunidae Swimming crab

8. Charybdis cruciata Portunidae Cross crab

9. Metapenaeus affinis. Penaeidae Jinga shrimp

10. Palaemon semlenkii Penaeidae Prawn

11. Scylla serrata (Mud crab) Ariidae Cat fish (Shingala)

12. Rastrelliger kanagurta Scombridae Mackerel (Bangda)

13. Pampus chinensis Stromateidae Chinese silver pomfret (Halwa / kalet)

14. Chirocentrus dorab Chirocentridae Silver bar fish (Karli)

15. Boleophthalmus dussumieri Gobiidae Mud skipper

16 Scatophagus argus Scatophagidae Spotted scat (Wada)

17 Coilia dussumieri

Engraulidae (Anchovies)

Goldspotted grenadier anchovy (Mandeli)

18. Lates calcarifer Latidae Barramundi / Asian Seabass (Jitada / Khajura)

19. Mugil cephalus Mugilidae Mullet (Boi/Pit)

20. Eleutheronema tetradactylum

Polynemidae Rawas (Sallmon Indian )

21. Polynemus plebeius Polynemidae Rawas

22. Acanthacaris spp

Nephropidae Shevand (Lobster)

23. Ariosoma anago Murai-nesocidae Vam, Bale (Eel) Source: Consultation with people

Endangered Species

Endangered (EN) species is a species which has been categorized by the International

Union for Conservation of Nature (IUCN). "Endangered" is the second most severe category

for wild populations in the IUCN list after Critically Endangered (CR). No species were found

in study area which is listed as endangered species in IUCN category.

4.7. Socioeconomic Environment

Raigad is one of the 36 districts in the state of Maharashtra. The district is bounded

by Mumbai Harbor to the northwest, Thane District to the north, Pune District to the

east, Ratnagiri district to the south, and the Arabian Sea to the west. For administrative

purposes the district is divided into 4 sub-divisions viz., Alibag, Panvel, Mapgaon and

Mahad. Pen is town and taluka in Raigad District. Pen is famous and known for its world

class Ganesh Idols. Narvel Benavale embankment is located in Pen taluka and protects the

villages Kaleshrivadi, Tukaramwadi, Mothe Bhal, Vitthalwadi, Lakhola, Borze, Narvel,

Benavale, Sarebhag and Vashi with length of 16.44 km and total benefited area of 1388 ha.

Population of 12544 people will be protected with the renovation of embankment. Major

occupation of people within the benefited area is agriculture, fishing and jobs. Total area

under the existing embankment is 243960 sq. m out of which 115958 sq. m is existing and

additional 128002 sq. m of land is required12. As per the survey there are total 627 project

affected people (private and Government) and 27 people whose properties (houses, ponds

& toilets) are getting affected. Other than this community property (community toilet, sheds,

jetties, road, solar lights, electricity poles, electricity line, crematorium etc) are also getting

affected. Measures are also taken to minimize impact on the community properties.

Alignment is straightened in the section between chainage 13230 and 3380 to protect a

12

As per the PAP List Prepared by KLDC

https://en.wikipedia.org/wiki/Mumbai_Harbour

https://en.wikipedia.org/wiki/Thane_District

https://en.wikipedia.org/wiki/Pune_District

https://en.wikipedia.org/wiki/Ratnagiri_district

https://en.wikipedia.org/wiki/Arabian_Sea



school. Various structures and utilities are getting affected due to renovation of

embankment which will be shifted or reconstructed. Details of the land and facilities getting

affected is given in detail in section 3.7 and Annexure 3.2. Detail SIA is carried out for the

project to assess the impact of project on socio-economy. Detailed Socio-economy and

details of the land owner and land area affected due to the project area can be referred from

the SIA report. Brief of socio-economy of the district, tehsil and project area is given in

sections below.

4.7.1 Demography of District and Tehsil

For administrative purposes, The Raigad district is divided into 15 Talukas (Tahsils) namely

Alibag, Panvel, Karja, Pen, Roha, Mangaon, Mahad, Shrivardhan, Tala, Murud, Poladpur,

Khalapur, Sudhagad, Mhasala, Urant.

As per 2011 official census report, the population of the district is 26, 34,200 with sex ratio

of 959, which is higher than the state ratio of 929. The geographical area of Raigad district

is 7,152 sq km. The average literacy is 82.34% comprising male literacy of 89.13% and

female literacy of 76.92%. The schedule Caste (SC) and Schedule Tribe (ST) community

are considered as socially weak, hence the state and central governments have several

welfare schemes for their economic and social development. SC population of Raigad

District is 134952 out of which male are 67980 and female are 66972. ST population of

Raigad District is 305125 out of which male are 153657 and female are 151468.

Proposed embankment is located in the Pen Taluka of Raigad District. As per the Census

India 2011, Pen Taluka has 45,142 households, population of 1,95,454 of which 99,570 are

males and 95,884 are females. The population of children between age 0-6 is 21,884 which

is 11.2% of total population. The sex-ratio of Pen Taluka is around 963 compared to 929

which is average of Maharashtra state. The literacy rate of Pen Taluka is 69.18% out of

which 75.8% males are literate and 62.3% females are literate. The total area of Pen is

527.68 sq.km with population density of 370 per sq.km. Out of total population, 76.14% of

population lives in Urban area and 23.86% lives in Rural area. There are 2.28% Scheduled

Caste (SC) and 16.58% Scheduled Tribe (ST) of total population in Pen Taluka. Urban area

of the Pen Taluka is Pen Municipal Corporation.

The Pen Municipal Council has population of 37,852 of which 19,257 are males while

18,595 are females as per report released by Census India 2011. Population of Children

with age of 0-6 is 3910 which is 10.33% of total population of Pen (M Cl). In Pen Municipal

Council, Female Sex Ratio is of 966 against state average of 929. Moreover, Child Sex

Ratio in Pen is around 911 compared to Maharashtra state average of 894. Literacy rate of

Pen city is 91.40% higher than state average of 82.34%. In Pen, Male literacy is around

93.91% while female literacy rate is 88.82%.

Traditionally, Pen city was populated by Agri, Brahmins and merchant's community as it was

centre of culture, education and trade. But now, city of Pen has become a beautiful

amalgam of diverse castes and religions, co-existing peacefully, side by side. Project site

falls in rural area of the Pen Taluka. Details of socio-economy of project area is given in

section below

4.7.2 Demography of Project Area

Population of the project area is given below in Table 4.8 and Table 4.9. Entire project area

is urban area with total population of 1225 out of which male are 587 and female are 638

with sex ratio of.1086.8 which is higher than state ratio of 929.

http://164.100.185.253/pen

http://164.100.185.253/mahad

http://164.100.185.253/SHRIVARDHAN

http://164.100.185.253/tala

http://164.100.185.253/murud

http://164.100.185.253/poladpur

http://164.100.185.253/khalapur

http://164.100.185.253/sudhagad

http://164.100.185.253/MHASALA

http://164.100.185.253/uran



Table 4.8 : Population of Project Area

Village No. of Household

Population Total Male Female SC ST

Mothe Bhal 218 923 462 461 0 0 Vitthalwadi 228 1085 561 524 0 0 Kanhoba 149 493 222 271 0 6 Kaleshriwadi 231 939 465 474 0 4 Lakhola 100 453 225 228 3 0 Benavale 120 494 243 251 0 0 Bahiramwatak 88 368 184 184 0 4 Narvel 166 664 322 342 0 0 Wadhav 382 1660 846 814 4 6 Div 303 1294 655 639 6 0 Borze 321 1377 699 678 0 0 Washi 661 2671 1333 1338 17 31 Total 2967 12421 6217 6204 30 51

Source: Census Data dated 2011

Table 4.9 : Socio Economic Profile of Project Area

Sr No

Particular Numbers Remark

1 Demography of the Project Area.

1388 ha All 14 village

2 SC/ ST population

81 Wahi – 41

3 Literacy Village HH

Total Population

Literate Male

Literate Female

Mothe Bhal 218 923 371 261

Vitthalwadi 228 1085 478 342

Kanhoba 149 493 160 154

Kaleshriwadi 231 939 367 270

Lakhola 100 453 199 163

Benavale 120 494 216 184

Bahiramwatak 88 368 143 114

Narvel 166 664 272 247

Wadhav 382 1660 688 541

Div 303 1294 545 458

Borze 321 1377 586 513

Washi 661 2671 1119 916

Total 2967 12421 5144 4163

4 Occupation/ Livelihood Pattern

Farming & Fisheries

5 Infrastructure Facilities

Village Facility at a Distance in Km from village



Pri

mary

S

ch

oo

l M

idd

le

Sc

ho

ol

Se

co

nd

ary

S

ch

oo

l H

igh

er

Se

co

nd

ary

Co

lle

ge

Ho

sp

ita

l

Dis

pe

ns

ary

PH

C

PH

SC

Po

st

Off

ice

Tele

ph

on

e

Co

nn

ec

t

Ba

nk

Cre

dit

S

ocie

ty

So

urc

e

of

Wate

r

Re

tail

Ma

rke

t

Wh

ole

sa

le

Dis

tric

t a

dm

inis

tT

ak

uk

a /

Blo

ck

Kaleshri, ,

0 3 3 3 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Mothe Bhal,

0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Vithalwadi

0 3 3 3 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Narvel, 0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Benavale, 0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Bahiram Kotak,

0 5 5 5 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Vadhav, 0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Div 0 2 2 2 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Vashi, 0 0 0 0 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Lakhole, -Kanhoba,

0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Borje 0 4 4 4 10 10 8 8 8 4 4 4 4 3 10 10 45 10

Source: Census Data dated 2011

4.8. Archaeological Sites:

There no historical monument, archaeological site is present within the 1 km proximity of the

Narvel Benavale embankment.



Chapter 5. Environmental Impacts and Mitigation Measures

5.1. Introduction

Environmental Impact Assessment helps in identifying the likely impacts due to the project

activities for all stages of the project viz, design, construction and operation stage. Impacts

are quantified using established practices, tools and mathematical models followed by

identification of mitigation measures to mitigate the impacts to acceptable levels.

The project “Renovation of Existing Narvel-Benavale Embankment” involves various activities, which may have impact on the environment. Impact analysis is carried out for all

the activities under project for physical, biological and socio-economic environment. Key

issues identified requiring greater attention are related to impact on mangroves, trees,

structures affected, land required, traffic management, land use, drainage (siltation of

drains), community and aesthetics, water, noise, and air quality. Impacts are identified and

evaluated for all the project activities during project implementation (construction) phase

and operation phase. Detailed impact assessment is given in sections below

5.2. Project Influence or Environmental Impact Area

Area, which will be impacted due to the project activities, is defined as project influence

area. Project influence area includes the area of direct impact zone, i.e. proposed RoW and

area within 1 km radius around the proposed embankment site.

For this study purpose, impacts anticipated are majorly during construction phase and

environmental parameters to be impacted are mangroves, trees, air quality, noise levels,

water quality, soil quality, hydrology and occupational health & safety. Apart from this there

are various structures and utilities located on the embankment which are getting affected.

Considering these parameters and type of impact, it is anticipated that the impact will are

locational and will not extend beyond the 1 km radius of the proposed project. Thus, project

influence area is considered as Proposed RoW area and area within 1 km radius of the

proposed alignment.

5.3. Identification of Project Activities and Associated Impacts

Project activities primarily involves clearing of grass and removal of rubbish, shifting of

utilities/structures (electrical poles, solar lights, houses, shed and huts, jetty, water bodies,

ottas, community toilets, crematorium, road, temple etc), cutting of trees, establishment of

construction & labour camp, stripping of embankment, material storage and transportation,

strengthening and raising height of the embankment, slope stabilisation, debris disposal,

reconstruction of CD works, construction of new CD work, construction of retaining structure

and dismantling of construction & labour camp. All these activities may have direct and

indirect impact on the physical, biological and social environmental components in the

project influence area. However, the impacts are majorly anticipated during the construction

phase. Impacts are identified for each of the project activity and the impact identification

table is given in the Table 5.1.



Table 5.1 : Impact Identification Matrix

Physical Components Biological Components

Social Components

AQ NL SWQ GWQ SQ WR Drainage LU EB A&SE OHS TP&A Existing

Utilities

AM CP

Pre-Construction and Construction Stage

Clearing and Removal of Vegetation and Cutting of Trees from existing and proposed alignment route

√ √ √ × √ × √ √ √ √ √ √ × × ×

Shifting of the utilities (electrical poles, service electricity line, solar lights, houses, shed and huts, jetty, water bodies, ottas, community toilets and road)

√ √ × × × × × × × √ √ √ √ × ×

Shifting of the Community Property Resources, (crematorium and temple)

√ √ × × × × × × × √ √ √ × × √

Setting up construction camp and material storage areas

√ √ √ √ √ √ × √ √ √ √ √ × × ×

Sourcing, Transportation and Storage of earth for raw materials for the proposed project

√ √ √ × √ × × × √ √ √ √ × × ×

Project

Activity

Impacted

Environmental

Components



Sourcing Water for Construction and Labour

√ √ √ √ × × × × × × × √ × × ×

Renovation of embankment

√ √ √ √ √ √ √ √ √ √ √ √ √ × √

Demolition of old CD works and Construction of new CD works

√ √ √ √ √ √ √ √ √ √ √ √ √ × √

Debris disposal (management)

√ √ √ √ √ × √ √ √ √ √ √ × × ×

Dismantling of construction and labour camp

√ √ × × √ × × √ √ √ √ √ × × ×

Operation and Maintenance

Monitoring and Maintenance

× × × × × × × × √ × × √ × × ×

Remarks Increase in concentration of air pollutants like PM10, PM2.5, CO, SO2, NO2 due to emission from vehicle, machinery, equipment and DG sets

Increased noise level due to operation of vehicle, machinery, equipment and DG sets

Entering of

contaminated run-off from site

to Bhogwati river and

Amba River Water bodies such as ponds,

fish pond, wells, etc

are required

to be shifted

Need of Dewate

ring may be there during

embankment

construction

Contamination of soil

due to accidental spillage of

solid/hazardous

material, construction

material ,disposal of waste water

Water requirement for

construction

purpose and

drinking

Siltation of the

drainage

network

Some agriculture

area may be taken for

embankment construction

and temporary impact due to establishment

of labour & construction

camps

Cutting of 42 nos of trees and working in

close vicinity to

mangroves

Loss of visual

amenity due to constru

ction works being

carried out.

Aesthetics will

significantly

improve after

project implementation

Handling of

heavy machin

ery, working along the

roads etc are all risk activitie

s

Traffic congestion and traffic

diversion due to

material transport

ation and

construction

works

Shifting of the utilities (electric

al poles, solar lights,

houses, shed and huts, jetty, water

bodies, ottas,

community

toilets, road)

No impact found

Access to houses,

Crematorium and temples

(Bahari Dev at chain age 13230 and Bap Dev

Temple at chain age 13770 to 13800)

present on embankment

will be affected

AQ-Air quality, NL-Noise Level, SWQ-Surface water quality, GWQ-Ground water quality, SQ-Soil quality, WR-Water Resources, OHS Occupational health& safety, LU-Land use, EB-Ecology & Bio-doversity,TP&A-Traffic Pattern and Accessibility, AM-Archaeological monuments, CP-Cultural Properties, A&SE-Aesthetics and Socio-economy



5.4. Impact Assessment and Evaluation

Identification of project activities (project implementation and operation phase) and environmental components, which may be impacted due to project activities, is carried out and is given in Table 5.2. Significance of impact on each of the identified environmental component for all the activities is assessed and is given in the sections below. Thereafter, cost-effective but appropriate mitigation measures are proposed to eliminate or minimise the identified impacts. An EMP has been designed to ensure the effective implementation of proposed mitigation measures (refer chapter 8). Impact assessment and evaluation along with the mitigation measures is given in sections below.

5.5. Impacts during pre-construction and construction Phase

5.5.1 Impact Due to Shifting of Utilities

Utilities to be shifted include

• 10 nos of electricity poles and service line which should be relocated at

appropriate location without affecting the final alignment and adjoining farms

along with their ROWs,

• Five no’s Solar lights should be relocated prior renovation of embankment to the suitable location without affecting the final alignment and adjoining farms along with their ROWs.

Disruption of these facilities will affect the community if dismantling is done prior

providing the alternative. Thus, measures should be taken to prevent the impact of

shifting the utilities on community. Measures proposed are listed below.

Mitigation Measures

• Ten electricity poles and service electricity line will be required to be shifted for

embankment strengthening and renovation. Location of electricity poles to be

shifted is attached as Annexure 3.2. Shifting of the poles should be carried out

through MSEDCL prior to start of work. Permission should be obtained from

MSEDCL and all conditions mentioned in permission letter should be followed.

• Permission shall be taken from the gram panchayat for shifting of 5 nos of solar

lights located on embankment.

• Shifting of the solar lights, service line and electricity poles should be done prior

to dismantling to avoid the disturbance to the community

• Costing for relocation/shifting is considered in the DPR for the service electricity

line, electricity poles and solar lights

• Necessary safety and protection work shall be undertaken by the contractor for shifting the electricity poles, electricity line and solar lights.



5.5.2 Impact Due to Shifting of Community/Religious Resources/Properties and Access to Properties

Community Property Resources exists on the embankment which includes 4 nos of

crematorium, 8 nos of jetties, 4 no of community toilets, 5 nos of Ottas/fish drying

platforms, 3 nos of sheds, 2 nos of temples, 1 no of well and 1 no road. Detail of the

chainages of these properties/resources is given in Annexure 3.2.

Disruption of these facilities will affect the community if dismantling is done prior

providing the alternative. Thus, measures should be taken to prevent the impact of

shifting the utilities on community. Measures proposed are listed below.

Mitigation Measures

• A school is located at chainage 13230 m which is now proposed to be saved by straightening the embankment between chainage 13230 and 13380. 6 structures (3 houses, 1 jetty, 1 temple (Bahari) and 1 pond) will also be saved due to straightening of the embankment.

• Community and gram panchayat concurrence shall be obtained prior to demolition of the crematorium, jetties, community toilet, Otta/fish drying platforms, well, sheds, temple, well and road.

• Concurrence shall be taken from maritime board for shifting the jetties and all conditions prescribed in the letter shall be followed

• Location for crematorium, well, community toilet, temples, road and sheds construction shall be decided in consultation with the local people and gram panchayat

• Crematorium shall be constructed at the decided location prior dismantling

• Crematorium to be constructed should have proper and safe access and covered shed

• Alternatives should be provided for jetties, ottas, road (access to Vithalwadi village), access to school to the community in consultation with them during construction phase to minimize the social impact

• Cost of the reconstruction/shifting of the structures to be impacted is considered and is included in the DPR

• Cost for provision of alternate access and steel barricading in front of school shall be considered and included in DPR

• Necessary safety and protection work shall be undertaken by the contractor

• Additional safety measure like steel barricading shall be provided near the school to ensure safety of children

• Contractor shall ensure adequate signage and safety measure including installation of display, signage and diversion boards



5.5.3 Impact on Private land and Property

Additional private land will be required for renovation and strengthening of the

embankment. Land owners are willing to give off their land for the project and have also

signed the consent forms for giving off their land for free for the project construction as

development of embankment will protect their remaining land from saline water ingress

and infertility due to salinity. Kharland Department has carried out meeting with Patwari,

Sarpanch, land owners and other villagers and has discussed the issue in length. Land

owners have signed the paper of consent for voluntary contribution of land for proposed

project. Consents letter through voluntary donations are obtained by the Revenue Officer

(District administration) facilitated by Kharland Department. Thus, there are no impacts

due to land acquisition as people are willingly giving their land for the project.

There are 19 pakka houses on the embankment out of which 3 nos may be saved due to

straightening of the embankment between 13230 and 13380, thus 16 nos of pakka

house will be impacted. 24 nos of fish ponds, 11 kachha houses and 3 private toilets will

be affected due to renovation of embankment. It is thus required to consider these

impacts during project design and implementation and prepare mitigation plan to

minimize the social impacts of the project. Proposed mitigation measures are given

below

• Private land to be taken for the project shall be as per the consent given by the land owners. Contractor shall stop the work in case of any conflict with land owners and shall contact to Kharland Development Circle. Work shall be resumed only after resolution of the conflict

• Community is consulted and concurrence is obtained from community to demolish these private structures and pay off the cost for these structures

• List and location of these structures is given in Annexure 3.2 and no other structure mentioned in the list should be impacted

• Compensation should be provided to the private property owners as per the concurrence of the property owners and as defined in the SIA report (in line with R & R Act, 2013 and WB policy). Compensation should be given prior to demolishing the structures

• Alignment is proposed to be straighten between 13230 to 13380 so all the structures within this section should be protected

• Budget of compensation shall be included in the cost of the project as mentioned in the DPR

• No other structure shall be affected due to the proposed project.

• In case access to any of the private property/house/structure gets impacted then alternate access should be provided during construction phase. Alternate access arrangement shall be provided for Vithhal vadi village as the road to vithavadi will get impacted.

• Grievance readdress mechanism shall be provided at Kharland office so as community can lodge the complaint if any.



• Information shall be given to the people about this grievance readdress mechanism through consultation and appropriate media.

5.5.4 Impact Due to Clearing of Vegetation and Cutting of Trees and Impact on Mangroves

Vegetation on the proposed alignment includes bushes, shrubs, herbs and trees. There

are 42 trees existing on the embankment which are required to be cut. These trees are

not listed in Maharashtra Tree Felling Act, 1964 but permission shall be taken from

District Collector as per NGT Order dated 8th Jan, 2016 – case no 11/2015 (WZ).

Mangroves exists all along the embankment on creek side and in patches on land side.

Details of the location of trees and mangroves is given in Table 4.5 & Table 4.6 and

Annexure 3.2. These mangroves and the trees other than the 42 nos which are in close

vicinity of proposed embankment alignment may get impacted due to renovation works.

Measures should be taken to minimize the impacts on the trees and mangroves and are

given below:

Mitigation Measures

• Contractor shall take approval of the concerned Engineer before site clearance

• Efforts shall be made to save these trees through design changes. It is proposed to straighten the embankment between 13230 and 13380 m which can save one tree from cutting located at chainage 13290 m on embankment

• A joint visit shall be conducted by the Kharland Development Circle (KLDC)

along with the environment expert of contractor to ascertain the tree saving and

requirement of tree cutting. If any change in design measure is suggested for

saving the tree then that should be updated in the EMP document by contractor

• If any trees need to be removed from proposed right way (42 no’s as estimated)

before commencement of work it shall be done by obtaining Permission from the

District Collector for cutting the trees as per NGT order

• Identified trees (as per joint visit of KLDC & contractor and tree cutting

permission) for cutting should be cut. Cut logs should be managed as per the

condition given in tree cutting permission

• No other flora should be harmed other than identified and marked vegetation and

trees

• Vegetation (bushes, weeds etc) at the site shall be removed in presence of

Environmental Expert of Contractor and Kharland Development Circle (KLDC)

• Scraped vegetation waste should be collected and should be disposed-off at the

debris disposal site

• Compensatory afforestation for every tree cut shall be panned in the ratio of 1:10.

Area for plantation shall be identified with the help of Forest Department and



Kharland Development Circle (KLDC) and SPIU shall be requested to transfer

the fund to Forest Department, based on the estimate from Forest Department.

• Stacking, transport and storage of wood shall be done as per prevailing norms of

the state forest department

• Mangroves are present all along the creek side of embankment and in patches

on the land side of the embankment. During the strengthening and repair

process, mangrove should not be disturbed. All mangroves shall be preserved.

• The existing boundary of the bund away from the mangrove area on the creek

side is considered as the edge of the proposed alignment. The proposed bund

will extend to the field side to accommodate for its increased width.

• Any additional land if required for strengthening of the embankment shall be

taken on creek side only if mangroves are not present else land on agriculture

field side should be considered with consent of land owners.

• No mangrove shall be disturbed or removed during dismantling & reconstruction

of CD works and Ring bund construction & dismantling. There are mangroves

existing on the land side of the embankment and along the channels within the

benefited area. These mangroves shall not be cut or removed. Flow of water to

these channels shall not be blocked

• No waste shall be dumped into the mangroves area, inside the creek and in the channels flowing in the benefited area

• Since embankment in buffer zone (50 m) of mangroves, No Objection Certificate

(NOC) from the Forest Department (Mangroves Cell) is obtained and contractor

should follow all the conditions of the NOC. NOC is attached Annexure 5.1.

• Contractor should study the strip map for mangroves presence. (Strip mapping is

prepared in August 2018 to show the presence of mangroves). This strip maps

shall be followed strictly for available bottom width and additional private land

required for embankment strengthening

• All caution shall be exercised to prevent any harm to mangroves

5.5.5 Impact Due to setting up of Construction Camp, material storage and debris disposal areas

Construction camp sites are established for development of storage yards, site office, staging of machinery and equipment and other activities. Impacts are anticipated due to location of the project. Establishment and operation at construction camps may lead to noise pollution, dust generation and generation of solid waste and may have impact if located close to residential area or environmental and social sensitive areas. Construction camp involves operation of various machinery and equipment, which may pose occupational health risks to construction workers. Storage and spillages of oils can contaminate the soil. Inadequate space for parking may also lead for vehicle idling and dust generation. There will be generation of sewage and run-off from site which should be managed to prevent generation of unhygienic conditions and sanitation issues.



Uncontrolled disposal of debris and wastes may lead to dust generation, change in land use and impact the surrounding aesthetics. These issues are short term in nature and are restricted to construction period and construction camp site but may be significant if not managed. All the anticipated impacts are manageable with the proposed mitigation measures, which are given below:

Mitigation Measures

• Contractor shall identify the sites for setting up material storage area, construction camp, and if any plant established shall notify the Executive Engineer for their approval for the site.

• Any plant or construction camp site & construction material storage site shall be sited at a min. distance of 150 m from water body and 500 m from residential area or any sensitive location like school or hospital. Mobile units can be placed within 250 m distance of residential area also. These plants shall be located in downwind direction of any residential area.

• Available Government waste land (on land side only) along the embankment shall preferably be used for the establishment of these plant sites with the permission of concerned authority.

• If usage of this land is not possible then the private land which is currently not being cultivated within the benefited area can be used for the establishment of the plant site with the consent of the land owner.

• Site shall be marked on the map and the layout of such sites along with the photographs shall be submitted to KLDC prior to setting up any such facility to obtain prior approval

• These sites shall be fenced preferably with the sheets so as to minimize the exposure of the public to the dust

• Establishment and operation of these plants shall be initiated only after obtaining consent to establish and consent to operate from MPCB by contractor

• Contractor shall ensure all measures for dust control (like sprinkling of water) and prevention of water, soil (preventing flow of contaminated water from camp) and noise pollution shall be taken up.

• Speed limits at site shall be maintained between 15-20 km/hr

• Contractor shall ensure parking of vehicles or installation of machineries shall not block the access or block public utilities in the project area.

• 2 Bio-toilets (one for male and one for female) shall be provided at construction camp, storage areas and operational areas.

• The bio toilet must have provision of at least 1000 litres overhead water storage. It shall be well maintained and in usable condition at all the times. It shall be regularly cleaned, and overhead tank replenished as per requirement. Work force shall be oriented to use mobile toilets. No open urination/defecation shall be allowed.

• Drinking water facility shall be available for workers at site

• Loose construction material and waste storage area shall be paved and covered

• Oil shall be stored on concreted floor with spillages and leak collection pits



• Oil interceptor shall be provided in vehicle cleaning areas

• Contractor shall ensure all construction vehicle shall comply with traffic rules and carry PUC certificate.

• Contractor shall ensure First Aid Kits at the camp in case of any emergency.

• Contractor shall ensure provision of Fire extinguishers in the storage/ yard area

• Location of storage of each material shall be pre-identified and signage shall be provided for the same

• Provision of sprinklers for dust suppression shall be made

• Contractor shall ensure weekly inspection by Environment and Safety experts of the contractor to confirm fitness of these plants and following points shall be verified during their visit

o All plants are working in good working condition

o Dust pollution control measures are being taken up as per the consent orders

o Noise monitoring shall be taken up to ensure prevention of noise pollution

o Contractor shall ensure Workers safety by providing and encouraging use of PPEs

o Contractor shall ensure the maintenance of record including Log book of operation of the plants

• Contractor shall ensure after completion of the construction works these plant sites shall be restored back to the original condition.

• Contractor shall ensure all waste and machinery shall be removed from the site. Site shall be made clean and free from any temporary structure.

• Contractor shall ensure Renovation of the site as per the provision of the contract and by providing of a vegetation cover in form of grass and small herbs.

5.5.6 Impact Due to Setting up of Labour camps

Setting up of labour camp could have impact on air quality of area due to site clearance, establishment, burning of bio-mass and movement. In addition, there will be generation of sewage and waste from kitchen area, which can pollute the water quality and soil quality of area and may create unhygienic conditions. There will also be generation of municipal waste from the labour camps, which again requires proper management to prevent environmental pollution. There could also be impact on workers’ health if proper waste and sewage management facility and other basic facilities are not available for the workers. All these anticipated impacts are short term and localized, i.e. restricted to construction phase and labour camp site. These impacts may be significant if not managed properly. The propose mitigation measures are as follows:

Mitigation Measures

• Labour camp shall be established only if local labour is not available

• No workforce camps shall be set up at any of the operational areas. Each workforce is to be provided with suitable type of rented accommodation or in the labour camp established for the project. Transportation facility shall be provided to workers for commuting between construction camp and work place. Pooled



transportation facility shall be provided to workers who opt to stay at their residence.

• Labour camps shall not be established on agriculture land, vegetated and planted land area and shall be set up at least at a minimum distance of 250 m from water body. Approval shall be obtained from gram panchayat prior setting up such camp.

• The location, layout and basic facility provisions of the labour camp and photographs of the location will be submitted to KLDC for prior approval before establishing it. Contractor will comply with the relevant provisions of Building and other Construction Workers (Regulation of Employment and Conditions of Services) Act 1996.

• The contractor will provide and maintain well ventilated living accommodation and ancillary facilities for workers in functional and hygiene manner.

• Minimum Basic facility like fans, first aid, rest area, sanitation facility & dustbins, fire-safety measures, cooking area, bathing area and washing area shall be provided in the camps. Open urination/defecation shall be strictly prohibited. Two Mobile toilet with anaerobic digestion facility shall be provided by contractor. Contractor shall make arrangement with local municipal extractor for disposal of night soil.

• Provision of supplying clean and cool drinking water shall be made at labour camp, construction camp and work sits for workers. A mobile drinking water counter/kiosk with minimum 300 litter capacity and two taps with bottom tank to collect waste water will be made close to worksite (say within 100 m of site)

• Provision of LPG shall be made for cooking. Use of wood as fuel shall be fully prohibited. No open burning of bio-mass shall be allowed. Separate cooking area shall be designated if common mess is not provided.

• Once labour camp is discontinued then site shall be restored to original condition

• The domestic waste shall be segregated at site into recyclable and non-recyclable materials. Recyclable material shall be sold to recyclers and non-recyclable material shall be send for disposal through the local bodies

• The contractor shall take necessary HIV/AIDs prevention awareness measures will be taken at labour camps by the contractor including provision of contraceptives. Every quarter, HIV/AIDs awareness programme shall be organised by EHS officer of the contractor. Contractor will prohibit contractor for use of any explosive, destruction of trees or disposing of waste to any water bodies or nearby open lands. Contractor will be responsible for the action of his employees.

• Inspection shall be carried out by the environmental expert of the contractor and executive engineer KLDC once a quarter to ensure availability of minimum facilities at the camp and sanitation level at the camp. Status report shall form part of quarterly report from KLDC to SPIU.

• Daily attendance shall be taken at worker camp by contractor.

• A crèche facility shall be provided for the children of worker if the female and male contracted labour are more than 50.



5.5.7 Impact Due to Waste Generation and Setting up Debris Disposal Site

Waste to be generated due to the project includes demolition waste, construction debris, municipal waste from labour camp, used oil from machinery & equipment and excavated muck from stripping. It is estimated that 365.9 cum of waste will be generated due to dismantling of CD works and 40105.69 cum of muck will be generated from stripping. This waste if not treated may have significant impact on the environment thus it is required to be manged. A site is to be identified and established for disposal of these debris and wastes. Setting up of this site shall also have impact on the land use and soil quality of the area. Following measures are proposed for management of the waste.

Mitigation Measures

• Construction and demolition waste shall be managed as per C&D Waste Rules, 2016, municipal waste should be managed as per the Solid Waste Management Rules, 2016 and hazardous waste should be managed as per the Hazardous and Other Waste Management Rules, 2016

• A site must be identified by the contractor prior start of construction for disposal of the above-mentioned waste material. This site should be located minimum 50 m distance from water body and 250 m from a residential area. This site should be selected only at land side of embankment

• Muck generated from stripping shall be used for construction of the ring bunds

after obtaining consent from the KLDC engineer. Thus, clearance of vegetation

followed by stripping of the soil should be the first activity to be carried out for the

proposed project

• The site should be approved by the executive engineer of KLDC

• Contractor should submit the location, area and photographs of the proposed site to the KLDC at least 15 days in advance for their acceptance of the site.

• Record of debris generated and transported should be maintained by contractor

• All the waste shall be segregated into recyclable and non-recyclable waste. Recyclable waste should be sold to authorized vendors and non-recyclable waste should be disposed off through local agencies in the area

• Compostable fraction of the municipal waste to be generated from the labour camps should be pit composted if possible

• Hazardous waste should be stored in isolated location in HDPE container only and should be disposed off through authorized vendors. NOC should be obtained for disposal of hazardous waste from MPCB.

5.5.8 Impact Due to Construction Material Sourcing and Establishment of Borrow Areas

All the materials will be sourced from local area, i.e. within 35 km radius from the project site. Sourcing of materials from local areas will ensure minimal emissions during transportation. No new borrow area or quarry will be established. Material will be sourced from the licensed quarries/borrow areas and authorized suppliers. Construction material if sourced from unauthorised sourced may lead to illegal mining or other activities.



Storage area for material is expected to be located close to project area. The location of store preferably is recommended not to be more than 2 km distance from embankment site. Material if stored in open may generate the dust which may add to the dust concentration in the air so measures are required to prevent the impact on air quality. Impacts due to sourcing and storage of material are short term but significant if proper measures are not taken up during the pre-construction and construction stage. Measures are proposed to mitigate the impacts and they are listed below.

Mitigation Measures

Measures for Sourcing of Earth

• Existing earth from the embankment shall be used to maximum and only

additional earth required should be sourced from external source.

• The project requires approx. (406558.8 cum for hearting + 91829.48 cum for casing) for embankment. Earth shall be obtained from the approved quarries of KLDC

• KLDC shall ensure the proposed borrow areas (if any) have permission from the appropriate authority including Environmental Clearance (DEIAA/ SEIAA).

• KLDC had identified a tentative borrow areas at a distance of 20 km i.e. in village Pen, Gram Panchayat, Pen Taluk and District Raigad which shall be used

• Contractor shall get approval of KLDC prior to opening and closure of every borrow area. KLDC and TPQA shall approve the borrow pits in accordance to the IRC recommended practice for borrow pits (IRC 10: 1961)

• Contractor shall develop borrow area plan indicating the location and area of the identified borrow area along with the consent order of land owner, photographs of the area and geographical coordinates of the corners of the borrow areas

• Finalization of borrow areas for earth and all logistic arrangements as well as compliance to environmental requirements, as applicable shall be the sole responsibility of the Contractor.

Selection Criteria of Borrow areas is as follows:

• Contractor shall identify the potential borrow areas and take permission from Executive Engineer before operating any borrow areas.

• The Contractor shall not start borrowing earth from selected borrow area until the mutual agreement is signed between landowner and Contractor. Copy of the document shall be submitted to Executive Engineer.

• The Contractor in addition to the established practices, rules and regulation will also consider following criteria before finalizing the locations.

o The borrow area should not be located in agriculture field unless

unavoidable i.e. barren land is not available.

o The borrow pits should not be located along the roads.

o The loss of productive and agricultural land should be minimum.

o The loss of vegetation is almost nil or minimum.



o Sufficient quality of soil is available.

o The Contractor will ensure the availability of suitable earth. The Contractor

shall obtain representative samples from each of the identified borrow

areas and have these tested at the site laboratory following a testing

programme as approved by the concerned Engineer. It shall be ensured

that the fill material compacted to the required density.

o Planning of haulage roads for accessing borrows areas shall be

undertaken during this stage. The haulage roads shall be routed to avoid

agricultural areas as well as forest areas as far as possible and shall use

the existing village roads wherever possible.

• Contractor shall not be permitted to borrow areas in forest areas

• Contractor shall identify location of borrow areas and get approval from E.E staff.

• Earth material should be taken from barren land or selected borrow area during lean period as per IS Code 1498 after taking approval from Executive Engineer.

• Borrow areas should be dug as per IS code: 4701 and prior approval from the competent authorities must be taken before execution and mutual agreement with the land owners should be taken by the contractor and ensure the borrow areas should not have any environmental issues like water logging etc.

• Borrow pits should be drained to avoid stagnation of water and the bottom should be levelled properly / bottom level of borrow pits should be fixed with reference to the prevailing ground slope towards the nearest natural drainage course.

• Borrow areas should be avoided in agricultural areas

• Required permission should be obtained from the authorized person as stipulated in the Maharashtra State minor minerals act and if operating in private lands mutual agreement and no objection certificate need to be produced to E.E by the contractor.

• No borrow pits shall be dug within 5m of the toe of the embankment, if the depth of the borrow pit is less than 0.5m it shall be after 5m of the toe of the embankment and if the pit depth shall be more than 0.5m it shall be 10m of the toe of the embankment or within such a distance from the toe of the bank where a 4:1 hydraulic gradient line cuts the ground surface, which ever more.

• Borrow pits shall be drained to avoid stagnation of water and the bottom should be levelled properly / bottom level of borrow pits should be fixed with reference to the prevailing ground slope towards the nearest natural drain based on the site conditions

• Borrow areas shall be preferably outside CRZ areas

• Precautions to be taken up if Private Lands are used:

• If waste land is not available then soil from the agriculture fields can be taken with the consent of the land owners.

• An agreement shall be formed with land owner indicating the area to be borrowed, the quantity of earth to be excavated, time for borrowing, restoration



works and the cost to be paid to land owner in local language. Borrow areas shall not be constructed near the road side.

• Along with the consents, the Contractor shall apply to appropriate authority including obtaining Environmental Clearance from DEIAA/ SEIAA through KLDC

• Contractor shall ensure that borrow area shall be planned so as to minimize the vegetation loss, no tree cutting is required and shall not be located close to roads (up to 50 m).

General Conditions to be followed

• Haulage of material to the areas of fill shall proceed only when sufficient spreading and compaction plants are operating at the place of deposition

• Top soil from the borrow area shall be removed up to depth of 15 cm and shall be preserved under covered condition. This soil shall be spread on the borrow area during closure. A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal).

• Restoration of the Borrow pits shall be done as per the EC conditions and in case of private lands it shall be as per willing of the land owner i.e. conversion to aquaculture farms/ farm ponds etc as per the site conditions.

• Contractor shall keep records of all the borrow earth and TPQA shall check and verify all the sources and approvals time to time and if any issues arises it shall be brought to the notice of SPIU

• The Contractor will keep record of photographs of various stages i.e. before using materials form the location (pre-project), for the period borrowing activities (Construction Phase) and after Renovation (post development), to ascertain the pre and post borrowing status of the area.

Measures for Sourcing of Other Construction Material

• Other material required are aggregates, cement, sand, steel and geotextile.

(Rubble: 46312.35 cum; Cement: 3224.93 cum, Steel: 108 MT and Sand:

11885.89 cum)

• Contractor shall ensure all materials used in construction of embankment shall

be purchased from approved quarry suggested by KLDC. No other sources are

permitted. Quarries/suppliers identified by KLDC are Mapgaon at 35 km for

rubble, cement & steel from Pen at 20 km and sand from Dharmtar at approx 25

km

• A joint visit may be made by environmental expert of the contractor, Executive Engineer KLDC to verify the quality and suitability of material, environmental approvals and environment management measures at the quarry site

• The Contractor shall finalize the quarry for procurement of construction materials after assessment of the availability of sufficient materials, quality and other logistic arrangements.

• A preliminary survey has been carried out by the Executive Engineer and identified the quarry and is provided in DPR



• If extraction shall be done, prioritize sites already permitted by the Mining or concerned department,

• Contractor shall purchase materials and finalize vendors who have valid permissions.

• If other sites are necessary and the contractor want to use, let the contractor obtain necessary permission from the concerned regulatory authority and inform Executive Engineer.

• Contractor shall ensure use of potable water for every construction activity. Contractor shall provide necessary approval regarding water supplying agency.

5.5.9 Impact Due to Transportation of Construction Material and Debris

Transportation of material may generate dust and other vehicular emissions (SO2, NO2 and CO) leading to air pollution. There will be increased vehicular movement on roads due to transportation of material which may lead to traffic congestion and increased risk of accidents. However, all the materials will be sourced from local area, i.e. within 35 km radius from the project site. Sourcing of materials from local areas will ensure minimal emissions during transportation. Impacts due to transportation and storage of material mare short term but are manageable if suitable mitigation measures are taken up. Construction material if sourced from unauthorised sourced may lead to illegal mining or other activities. Mitigation Measures

• Material transportation shall be carried out in covered vehicles only

• Transportation vehicles shall have valid PUC certificate

• Transportation vehicle shall strictly follow the speed limits designated for the roads and speed shall be limited to 10 kmph at the site

• Transportation vehicle shall be properly serviced and maintained

• Transportation vehicle shall no way block the villager’s access.

• Contractor will ensure that all construction vehicle use only the designate haulage road and no shall drift to agriculture field and affect the standing crops.

• Bamboo shall be used for haulage road boundary marking.

• Haulage road shall be restored to original condition and returned to farmer after construction work is over.

5.5.10 Impacts Due to Hiring of Labour

Labour will be required to hire for construction phase. This will render positive impact on community, as jobs will be generated for local people. This will improve the quality of life of people. Further, if labour is hired from outside then there is influx of people in the area though temporarily, but this additional population have its impact on the community. Thus, following measures shall be taken to prevent impact and the measures are given below Mitigation Measures



• Contractor shall employ local people preferably for carrying out the construction works of embankment

• If the local labour is not available then contractor shall obtain a letter from the panchayat officials in this regard and then only can hire labour from outside

• No child labour shall be allowed at the site

5.5.11 Impact due to Operation and Management of the construction vehicle and machinery

During operation and management of machinery and equipment used during construction phase generate gaseous emissions, increase of noise level, leakage of oil and grease, generation of waste water from cleaning which may have impact on surface water body located nearby, air, soil and noise quality, impact on aesthetics, construction workers and the residents located nearby. These measures are short term but may be significant if proper mitigation measures are not taken up. These impacts can be managed with the mitigation measures, which are proposed below. Mitigation Measures

• All the construction vehicles and machinery shall meet the prescribed exhaust standards (Bharat stage emission standards)

• Machinery to be installed close to the creek/nallah, i.e. for construction of CD works shall be checked for oil and grease leakage

• Weekly inspection shall be carried out by Environment and Safety expert of contractor to confirm fitness of these vehicle and machinery and following points shall be verified during the visit

o PUC certificates of wheel or chain mounted machinery/vehicle

o All vehicle and machinery are clean and properly serviced and maintained. Cleaning water shall flow over to waste water collection tank after passing through oil interceptor.

• A log book will be maintained documenting all fuelling and maintenance events (date, time, location, condition of site, weather conditions, amount of fuel on maintenance event, issues

5.5.12 Impact on Drainage due to Siltation during Renovation of Embankment and Reconstruction of Cross Drainage works

There are likely chances of falling of sand/earth from slope and embankment to the creek which are flowing along the embankment leading to siltation of the drains and the creek. Also, during construction, banks of the embankment may get eroded due to wave action which will increase siltation of the creek and loss of the soil from the embankment. There are existing 7 CD works which will be reconstructed and one additional CD work is proposed to be constructed for draining the benefited area. During dismantling and construction of CD works there are likely chances of flowing of the saline water from creek to land side which will make the soil and the drains inside the benefited area saline. Thus, measures should be taken to prevent the flow of saline water to landward



side. The impacts anticipated are short term, temporary but significant if proper mitigation measures are not adopted. Proposed mitigation measures are given below. Mitigation Measures:

• Existing 7 nos of CD work shall be reconstructed and additional 1 no of CD work will be constructed to ensure proper drainage across the embankment

• Arrangement shall be made for prevention of flow of creek water to agriculture field during construction of CD works (8 no’s). A ring bund is proposed to be constructed to prevent the flow of saline water to the field side

• CD work construction shall not be undertaken during monsoon. Ring bund in any

case should be dismantled prior onset of monsoon even if construction of CD

work is not completed. New ring bund shall be constructed after offset of

monsoon prior resuming construction of CD works

• A silt fence (geo textile sheets with bamboos13) shall be provided along the active construction area or say 1 km, at the base of the embankment on creek side and around the stockpiles prior to start of construction works. The fencing shall be retained till the embankment up-gradation for activity area is completed and slopes are stabilized

• Contractor shall not dispose or allow disposal/spillage of earth or any other construction material or debris into the creek/nallah

• All loose construction material shall be stored on the paved surface and in covered condition

• Longitudinal drains shall be provided for flowing the water from top of embankment to the bottom to prevent the erosion of embankment

• Gabion wall is proposed to be provided at sections which are weak and are likely

to get impacted due to heavy/sharp water flow

• Provision for drain shall be made at the toe end of embankment to drain out the accumulated water to nearest cross drainage structure.

13

Steps of installation of silt fence (Indicative Method): A: Dig the trench line (6 inch deep and 4 inch wide approx) along the starting line of proposed embankment B.Install bamboo supports at space of 1-1.5 m and bury these bamboos to teh depth of 15 cm into the ground. Height of the silt fence should atleast be equal to height of existing embankment C. Geo-textile fabric then should be placed on the bamboo supports with the help of staple guns with heavy duty staples. Put minimum 3 staples D. Back-fill the trenches back with the excavated soil. Put all the surplus soil on the filled trench as the filled spoil in trench will further subside with time. Compact the filled soil properly.



• The Contractor will ensure that construction debris, waste and construction material shall not be disposed or allowed to get spilled to creek or drainage channel so as not to block the flow of water of any watercourse/cross drainage channels.

5.5.13 Impact on Slope Due to Embankment Renovation Works

Height of the embankment will be increased and also the existing embankment will be

compacted. Free board of 1.5 m is kept above the HFL. There may be disturbance to the

slope or slope destabilization during renovation works. Due to this embankment may

slide. Also, if proper pitching is not provided then there are chances that embankment

may get eroded by wave action. Thus, the slope of the embankment shall properly be

stabilized. Measures are required to be taken for stabilizing the slope and are given

below

Mitigation Measures

• The embankment slope shall be stabilized and protected using appropriate

stabilization methods. Stone pitching is proposed to be provided for slope

stabilization on both creek side and land side. Stone pitching is preferred over other

like bamboo splits on creek side due to exposure to saline water. Stone pitching

should be provided as this is the most suitable option and have long life as compared

to other available options

• Embankment shall properly be compacted using the machinery as specified in DPR

• Grass turfing shall be provided on landward side only above the stone pitching area

as per DPR.

• Embankment shall properly be compacted using the machinery as specified in DPR

• Protection wall (stone gabion wall) is proposed to be provided in the areas where

water flow is heavy to prevent impact on embankment and breaching of embankment

• Rock toe will be provided at start and end of CD works to provide stability

• Groynes shall be provided at curve points of the embankment to prevent scouring of

embankment due to the wave action

• Geo-textile is also proposed to be laid on the slopes prior murrum and pitching to

prevent the breach of embankment due to heavy rain and water ingress into the

embankment due to heavy waves

5.5.14 Impact on Water Resources

Water will be required for construction activities like excavation works, reconstruction of

cross drainage works, construction of approach roads, RCC work, water sprinkling and

meeting domestic water requirement of workers. App. 50 labour will be required for

implementation of project. Thus, water requirement for domestic purpose can be app. 6

KLD. This water will be sourced from authorized private water tanker suppliers.

However, the water resources will be impacted only during project implementation



phase. Water requirement can be minimized by taking water conservation measures to

some extent. Mitigation measures are suggested and are given below.

Mitigation Measures

• Contractor shall ensure use of potable water for every construction activity.

Contractor shall provide necessary approval regarding water-supplying agency.

• Water shall be purchased from authorized private water tanker suppliers

• Contractor shall obtain and submit copy of approval of tanker water supplier to KLDC before start of supply.

• Water tanks and pipelines shall be checked for leakage on daily basis and any leakage if detected shall be repaired immediately

• Idle flow of water and taps shall not be allowed and supervisors at site shall do random inspection for the same on daily basis

• Workers shall be educated about importance of water conservation and things they have to follow for conserving water. Posters shall be displayed at each water source for water conservation and preventing wastage

• Run-off from the site collected in sedimentation tanks shall be used at the site for water sprinkling. Run-off from curing area also shall be collected and shall be used for sprinkling, wheel washing etc.

• Flow of water sprinklers shall be maintained so as the water is sprinkled as small dots so as consumption is less, and water pounding will be prevented

• Curing shall be done by spraying only to minimize water requirement. Curing shall be done in early morning and late evening hours to minimize evaporation loses. Cured structures can be covered with gunny bags so as to minimize the evaporation

5.5.15 Impact on Water Quality

During strengthening and renovation work of Embankment, CD works and approach

road, and dismantling of few structures leads to destabilization of embankment slope,

soil erosion and generation of debris which may contaminate the creek flowing along the

embankment. In addition, surface water may get contaminated due to generation of

construction waste and wastewater, mixing of sewage from labour camps and toilets and

spillage of lubricants and fuel at plant/construction site. This waste should be collected,

stored & disposed off properly on daily basis to prevent contamination of the surface run-

off with this waste.

However, all the above impacts are anticipated to be short term and temporary and of

low significance which can be managed by proper mitigation measures.

Mitigation Measures:

• Construction debris shall be collected from the site and shall be stored on the paved

surface under covered condition

• No construction debris shall be disposed or allowed to be spilled in the water body



• Construction debris shall be transported to the debris disposal site on regular basis

• All loose construction material shall be stored on the paved surface and in covered

condition

• Wastewater from the batching plant if established shall be collected in the tank.

Supernatant water shall be re-used in batching plant or can be used for dust

suppression. Slurry settled below can be reused in batching plant

• Vehicle service and washing shall be avoided at the construction site. If vehicle

washing if required than washing effluent at construction camps shall pass through

grease tap to collection tank. This water shall be used for dust separation.

• Monitoring of the creek water shall be carried out every Quarterly from accredited

laboratory

• Wastewater generated from toilets, washing area and kitchen area in labour camp

and toilets at construction site shall not be discharged into the creek/nallahs

• Bio-toilets shall be installed at the labour camp site and construction site area.

Sewage generated will be treated within the bio-toilets

• Water from bathing and kitchen area shall be passed through the oil and grease

chamber and shall be stored in the septic tank (soak pit is not feasible at this site due

to high water table level). This septic tank shall be a concrete tank and shall be

evacuated when filled.

• Oil and lubricants shall be stored on paved surface in covered containers with oil

collection pit on one end.

• Oils shall not be stored close to creek or any drainage channel.

5.5.16 Impact on Top Layer of Soil and Soil Quality

Areas will be required temporarily for setting up labour camp, construction camp, storage

areas, debris disposal site and setting up of borrow areas and permanently for

construction of embankment as per proposed alignment (proposed additional land of

9.9079 ha). Top layer of the soil in these areas if not preserved will get wasted and will

lead to loss of important resource. Thus, measures shall be taken to prevent loss of top

soil.

Soil quality will get impacted due to contamination of soil with the construction materials,

debris and oil. Soil from the slopes of the embankment may also get washed away due

to wave action during the construction & operation phase. Thus, measures shall be

taken to prevent impact on the soil quality and soil erosion.


• Embankment is constructed by layering various grades of soil so top layer of existing

embankment soil may not be fertile and may also be bit saline so may not be used

for plantation later so this shall be disposed off to the debris disposal site



• Top soil to be preserved will include top soil from the sites to eb used as construction

camps, labour camps, debris disposal site & borrow areas (if any)

• Before beginning the construction of embankments, the surface area of ground

additionally to be occupied (on field side) shall be cleared of all roots and vegetable

matter and stripped to a suitable depth as per IS: 4701 - 1982

• (i)Depth of stripping 5.0 to 7.5 cm for soil containing light grass cover

• (ii) Depth up to bottom of ploughed zone usually 15.0 to 22.5 cm in agricultural land.

• Top soil shall be preserved and reused in turfing activities if possible, in borrow areas

(if any), bunds or if excess shall be distributed to farmers for using in the agricultural

lands

• Project activities shall be carried out during lean period and non- monsoon period for

minimizing loss.

• Top soil shall be stockpiled at the site and shall be kept covered with tarpaulin cover.

Stockpile will be designed such that the slope does not exceed 1:2 (vertical to

horizontal), and height of the pile is restricted to 2m. All loose construction material

shall be stored and transported in covered condition on paved surface

• Oil shall be stored on paved surface only and a storage area shall have containment

for collection of spilled oil. Oil spill kits shall be available to manage the oil spill.

• All transportation vehicle shall be provided with the drip pans to prevent soil

contamination with the oil

• Silt fencing shall be provided to prevent washing away of the embankment and

entering of soil from embankment to creek during construction phase

• Stone pitching shall be provided on both the sides of embankment to prevent erosion

of the embankment

• Longitudinal drains and drains near the toe shall be provided to drain the water from

embankment and prevent washing off of the embankment.

5.5.17 Impact on Air Quality

Construction works, operation of machinery, material storage and transportation, waste

handling, demolition of CD works etc are the activities which may lead to generation of

dust and other emissions like SO2, NO2 and CO. This may impact the air quality of the

area. Impact on air quality will be short term but significant, if not managed properly.

Thus, mitigation measures are proposed to manage the impact and the measures are

given below.


• Water shall be sprinkled on embankment site, construction camp site and on haulage roads for dust suppression



• All the construction vehicle and machinery shall be compliant to the emission standards as per Bharat Stage Emission Standards

• All construction vehicle/machinery shall have valid PUC certificate

• All construction vehicle/machinery shall be regularly serviced and maintained and the records of the same shall be maintained at the site by contractor

• Low Sulphur fuel shall be used for DG sets

• Stacks based as per the formula (height of the stake 2 √kVA above DG set if kept in open otherwise above the building height if kept inside a room) shall be provided with DG sets

• Ambient air quality shall be carried out during construction phase every quarter from accredited laboratory.

5.5.18 Impact on Noise Level

Noise generation source during project implementation will be movement & operation of

machinery & equipment, movement of vehicles, site clearance, excavation activity,

construction activities etc. Machinery which may be involved for project implementation

are bull dozer, dumpers, back hoes, loaders, excavators, crane, transit concrete mixers,

batching plant etc.

Noise levels generated due to construction machinery during construction phase is given

in Table 5.2.

Table 5.2 : Noise Levels During Various Construction Phase and from

Construction Machinery

Construction Equipment for Different Activities

Noise Level in dB(A)

Bulldozer 80 Excavators 80-90 Front end loader 72-84 Dump Truck 83-90 Crane with ball 75-87 Scraper 80-90 Grader 80-90 Roller 73-75 Crane 75-77 Welding generator 71-82 Concrete mixer 74-88 Concrete pump 81-84 Concrete vibrator 76 Air compressor 74-87 Paver 86-88 Truck 83-90 Tamper 74-77 Backhoe 72-93



Source: Bolt, Beranek and Newman, Inc, “Noise from construction equipment and operations building equipment, and home appliances, “USEPA, Washington, DC, 1971

It is evident from the above table that operation of construction machinery & equipment will generate high noise levels due to which it may affect the health of labour and nearby residents/working population if the adequate mitigation measures are not taken. Highest noise level during construction phase may reach up to 90 dB(A). Impact due to noise level will be significant especially during night-time if no measures are taken to reduce the noise levels. Measures are proposed to minimize the impacts and are given below. Mitigation Measures:

• All machinery, equipment and machinery shall comply with the noise standards as specified by CPCB

• All the machinery equipment shall have inbuilt noise controlling mechanism such as silencers and mufflers

• All the machinery, equipment and vehicles shall be regularly serviced and maintained

• Construction activities shall only be carried out during the day time (6:00 AM to 10:00 PM)

• Honking shall be prohibited at site

• Noise monitoring shall be carried out during construction phase near residential

areas every month and quarterly through accredited firm and periodical checking of

equipment and machines shall be undertaken by the contractor on a day to day basis

5.5.19 Impact on Occupational Health & Safety of workers due to project activities

Construction activities involve risks to health & safety of construction workers as it involves handling of heavy construction machinery/vehicle/components & lifting equipment and working on heights. Dismantling of existing structures will also be manual thus will involve risks of operating machinery and lifting of heavy materials. Occupational risks involved during implementation phase are fall, slip, accidents, failure of crane, fire, electric shock etc. Safety measures are required to be taken up to prevent any injury or accident during the construction phase. Impacts anticipated during project implementation phase on occupational health and safety and community health, safety & security is short term and is restricted to construction period but may be significant if proper safety measures are not taken up. Impacts on these aspects are anticipated moderate and manageable with the adoption of safety measures. Measures are proposed to ensure occupational, health & safety of the workers and staff during project implementation phase and are listed below. Mitigation Measures:

a) Personal safety measures for labour and other staff at site

• All personal protective equipment shall be provided for construction worker which

includes safety shoes, safety jacket, helmet, earplugs, masks and goggles



• Barricading shall be provided for the embankment with LED lighting on top. All such

barricading and signage shall comply with IRS SP: 55 (2014) specifications.

• Steel barricading shall be provided on land side along the habitations abutting the

embankment, i.e. Vithalwadi village and near the school. Barricading may not be

required on land side other than this location. Bamboos fitted with geotextile which

are proposed to be provided as stilt fence will work as barricading on creek side in

active area

• The contractor will make sure that during the construction work all relevant

provisions of the Building and Other Construction Workers (regulation of employment

and conditions of services) Act, 1996 are adhered to. The Contractor will comply with

all the precautions as required for ensuring the safety of the workmen as per the

country' labour regulations and International Labour Organization (ILO) Convention

No-62 as far as those are applicable to this contract.

• All work force shall be subjected to an orientation program to familiarize them with

work requirements, safety practices at work, safe distances to keep from earth

moving equipment, emergency response etc. to be adopted to ensure their own

safety and that of other workers and public around operational areas.

• Visitors/officials to worksite are to be provided with PPEs (such as hard hats and

safety boots & safety jackets) and shall be briefed ongoing operations on that

specific time and related safety requirement at work site including safe distances to

keep, while at site visit.

• Contractor will ensure that each worker use the safety vests when on construction

site. He will also ensure availability and use of PPE and other measures specific to a

task as below:

• Hard hat or helmets for all workers, supervising staff and inspecting official/s entering

work site, plant area, and engaged in loading/unloading operations.

• Safety shoes and goggles for all workers employed for handling of cement, mortar,

concrete, asphalt or for those engaged in crusher operations.

• Protective eye gear, helmets, gum boots, hand gloves for all labour/workers at the

construction site.

• Welder’s protective eye-shields to workers who are engaged in welding works.

• Earplugs to all workers exposed to high noise levels.

• No smoking and other high-risk areas are to be provided with warning signage.

• Staff will be given induction training about the processes and risks involved during

the construction phase and the response plan to be followed during the case of

emergency.



• Work force shall be subjected only to standard work shifts/hours. Overtime

allowances shall be paid with ceiling limits. Working beyond such ceiling limits shall

be discouraged, even if, so desired workforce or sub-contractor.

• Safety instruction/guidelines shall be displayed at all the sites in English and local

language

• Provision of Lifeguard and rescue boat shall be kept at site as the creek runs parallel

to the embankment and there may be accident of falling in the creek and drowning

• Construction work shall not be carried out during monsoon period

• Construction work shall be carried out during day time only

• Emergency assembly area shall be designated at the site and same shall be

informed to all the workers

• Workers shall be given training for safe operation of the construction vehicle and

equipment

• Defensive driving training shall be provided to drivers of construction vehicle

• Rest areas shall be provided for workers at the construction site. No worker shall be

allowed to rest in activity area.

• Construction machinery & equipment shall be in good conditions and shall comply

with all safety conditions

• All the lifting equipment/heavy machinery shall be properly examined and tested prior

usage. All relevant information shall be known by safety officer about the load,

method of slinging and attachment points. Heavy lifting machinery shall be managed

as per heavy lifting machinery management plan

• Gas cylinder if used for the welding works at the site then cylinders shall be kept

upright and shall be provided with flash back arrestor. Domestic LPG cylinders shall

not be used at site for welding and other works. Person operating the gas cylinder

shall be provided with PPE including gloves, goggles and helmet with the face

shields

• Fire safety measures including buckets filled with sand and fire extinguishers shall be

provided at the construction camp site, labour camp site and active construction work

area

b) Risk from electrical equipment

• No open or damaged electrical wires shall be present at the site. Electrical cables

shall be run in extra plastic conduits

• Install Earth Leakage Circuit Breakers (ELCB) in all circuits to protect the operators

from electrical hazards



• Keep the main switch box in good condition, protected from the weather. Install an

appropriately sized ELCB

• Provide good earth or ground connection for all installations

• Adequate lighting shall be provided for illumination at site

c) First aid

• First aid-trained personnel shall be available at site. Tie up with the nearby hospital

shall be made so as emergency can be handled. First aid facilities shall be

developed as per the Schedule V of BOCWR (Building & Other Construction

Workers Rules)

• A first aid kit shall be provided at the construction and labour camp site

• A motorized four-wheeler shall be available at the site to take the injured or sick

person to the nearby hospital

• Hospitals near to the site shall be identified and tie-ups shall be made with hospitals

• Presence of snakes is confirmed by local people in the area. First aid kit also shall

carry the bandages and tourniquet for managing the snake bite. First aider shall be

trained in using the tourniquet. Anti-venoms can be purchased and kept with the

hospitals identified so as they can be used in case of emergency.

d) Signages and hoardings

• Effective Safety caution and signage boards shall be placed at active site in English

and local language

• An information board detailing the name of project, length of embankment, duration

of work, risks involved and contact persons and Grievance Redress Mechanism

(GRM) shall be provided at both the ends of the embankment and in KLDC office.

5.5.20 Impact due to Contractor Demobilization

Demobilization of contractors involves activities such as clean up and restoration works;

disposal of waste generation from camp site, plant site and construction site; removal of

machinery, equipment and vehicles; dismantling of labour hutments and construction

material storage site and septic tanks if any; restoration and Renovation at site. These

activities may generate air emission, noise pollution, contamination of soil and surface

water body. These impacts are low and are confined to the project area and activity

period only. Thus, the impacts can be classified as the short term, temporary and of low

significance.


• At the time of completion of construction, contractor shall submit demobilization plan



• Clean up and restoration works shall be taken up by the contractor immediately after

completion of construction

• All the machinery, equipment and vehicle shall be removed from the site

• All the waste from the camp site, plant site and construction site shall be removed

and disposed as per the debris management plan given in this table

• All the temporary structures like the labour hutment, material storage sheds, rest

areas, fencing etc shall be dismantled and the material shall be removed from the

site

• Sites shall be restored back to the original condition and shall be handed over to the

land owner

• A satisfactory statement shall be obtained from the land owner by contractor and

shall be submitted to KLDC

• Septic tanks if any developed shall be dismantled and the pits shall be refilled

• Approval shall be obtained from KLDC for effective restoration of the site and

completion of demobilization activities.

5.6. Impacts during Operation phase

Project is not likely to cause any impact on environment during operation phase.

However, integrity of the Embankment, stability of slope and pitching, condition of CD

works and the drains and proposed compensatory afforestation need to be monitored

and maintained at the site. Mitigation measures proposed are:


• KLDC should monitor and maintain the integrity of embankment, stability of slope

and pitching, condition of the CD works and condition of the drains

• KLDC should also monitor the compensatory afforestation carried out in lieu of the

tree cut and ensure survivability rate of at least 70%.

5.7. Summary Outcome

Major impacts anticipated are due to tree cutting, working in close vicinity to mangrove,

soil erosion, high noise level generation, generation of air emissions, operation of heavy

machinery, impact on private land and property, impact on community property etc. The

impacts are of low to high significance but are majorly short term, temporary and

mitigable with appropriate mitigation measures



CHAPTER 6. Alternative Analysis

6.1. Introduction

Analysis of alternatives is carried out for the proposed Renovation of saline embankment

near Narvel and Benavale villages. Analysis of alternatives are studied in terms of

existing and proposed alignment of the embankment and in “With” and “Without” Project scenario. Alternatives are discussed in sections below

6.2. Location (Alignment), Planning and Design Alternatives

Location (Alignment) and Planning:

Existing embankment was constructed in 1952 by KLDC. Existing embankment has now

become undersection at various location and mangroves are grown in certain sections of

embankment (in slope area of embankment in creek side and in patches in land side and

along the channels in the benefited area). In these sections, construction is not possible

as mangroves are not allowed to be removed for any purpose as per High Court

Notification dated 06.10.2005 (Annexure 6.1).

Also, people have constructed some structures on the existing saline embankment and

some of those are of cultural importance also. If these structures are impacted, it will

lead to social issues. Thus, the embankment alignment is modified to avoid the social

and environmental issues. The entire alignment has been shifted to the land side and no

mangrove is to be removed for proposed embankment. Shifting of embankment has

saved mangrove vegetation substantially. Only agriculture fields exist on the land side of

the embankment and people are voluntarily willing to give off their land for the project but

not more than 1-2 m as per consultation. However, KLDC has modified the design of the

embankment to reduce the land requirement also and minimize impact on the farmers

giving the land. In one section, i.e. chainage between 13230 and 13380 is straightened

to save the school and other structures on the land side. Thus, alignment has been

modified to minimize the social and environmental impacts of the project.

However, some of the structures exists on the embankment will be impacted due to the

project as they cannot be avoided. Facilities/utilities which will be impacted includes 42

trees, 10 electricity poles, 16 pakka houses, 8 jetties, 24 fish ponds, 1 electricity service

line, 11 kachha houses, 7 nos of toilets (community and private toilets), 5 solar lights, 5

fish drying platforms, 3 shed, 4 crematorium, 1 shed, 2 temples, 1 well and road. Details

of the structures to be impacted as Annexure 3.2. None of the tree to cut falls in

Maharashtra Tree Felling Act, 1964. Permission for tree cutting will be required from

District Collector as per NGT Order dated 8th Jan 2016 – case no 11/2015 (WZ).

Kharland Development Circle (KLDC) has conveyed to all the concerned departments

for requirement of shifting of utilities and have requested the relocation plan to minimize



impact on people due to relocation of these facilities. KLDC has kept cost provision in

BOQ for shifting and reconstruction of these facilities.

Design Alternatives

As per the old DPR, land requirement on land side was huge which has been reduced to

by modifying the initially proposed design and reducing the bottom & top width

requirement. In the design top width is reduced from 4 m to 3 m w which has also

reduced the bottom width or land requirement. Total additional land required is 128002

sq m.

KLDC has proposed to provide the various design features in embankment to prevent

breach of the embankment due to wave action. It is proposed to provide protection walls

in weak portions, groynes in the high wave action points and rock toe at starting end

chainages of the CD works.

Construction raw material are selected on the basis of availability in the local area.

Sulphate resistant cement will be used for marine construction to prevent impact on the

structures due to marine water. Demolition waste or residual material may also be used

as filler material for CD works

Various alternatives for slope pitching was considered which includes stone pitching and

ECBs like coconut coir, bamboos, grass turfing etc. However, KLDC suggested that

stone pitching is more practical and long-term solution as per their experience in other

and past schemes. The scheme is for benefit of people and during public consultation

issues of breach of embankment and harm to pitching were explained to the villagers.

Villagers have agreed to take care of the pitching and consent forms signed by them

also include this clause. Reference from other scheme was also taken and it is found

that the stone pitching is found intact even after so many years. So, in all options KLDC

has suggested to use for pitching for creek side and up to HFL on land side

6.3. With and Without Project Criteria

Analysis is carried out for the impacts on physical, social and biological environment in both “with” and “without” project scenario. Comparative analysis is given on Table 6.1 below. From the analysis, it is found that the proposed project has great social significance. It will overall improve the quality of life of people. Environmentally, proposed project has certain impacts but all are limited to construction phase and are mitigable.

Table 6.1 : Analysis of Alternatives on the view of “With and Without” Project Scenario S. No. Parameters Without Project

Scenario With Project Scenario

Social Environment 1. Protection of

Land, people and property

At present, the embankment has become undersection and the

Height of the embankment will be increased and the embankment will be



resources bund is slide at various sections. Thus, the agriculture land will continue to get impacted due to saline water ingress at these sections. Only 1010 ha of land is under kharif crop cultivation with the existing embankment. Also, the height of the embankment is less, and the water gets inside during cyclonic storms affecting life and property of people leading to huge losses. approx 12544 lives and property costing 1222.50 lacs

renovated so as to prevent saline water ingress. Proposed Renovation project will secure 12544 lives, 815 households and property of worth 1222.50 lacs. Also, it will increase agricultural land to 1388 ha from 1010 ha.

2. Improved communication and village road network

Communication gets disturbed due to inundation during cyclonic storms with the existing embankment

Height of embankment will increase which will prevent inundation during cyclonic storms and communication facility will remain secured

3. Economy Economy will continue to get impacted due to loss of agricultural land and loss of life and property

Income of people in area will improve with increase in agricultural area, crop yield and employment for local people. Also, employment will be generated for local people during embankment construction

Physical Environment 4. Land Use Land use will remain

unaffected with existing project

Additional agricultural land is to be diverted for the construction of the embankment. However due to proposed embankment construction cultivable area will increase from 1010 ha to 1388 ha

5. Air Quality Air quality will remain unaffected due to the existing embankment

Air quality will affect during construction of embankment, but the impact is short term temporary and reversible. Impact can be minimized with mitigation measures

6. Water Quality Water quality will remain unaffected due to the existing embankment

Water quality will affect during construction of embankment, but the impact



is short term temporary and reversible. Impact can be minimized with mitigation measures

7. Noise Level Noise levels will remain unaffected due to the existing embankment

Noise levels will affect during construction of embankment, but the impact is short term temporary and reversible. Impact can be minimized with mitigation measures

8. Soil quality Soil from the embankment will continue to erode by wave action with the existing embankment

Stone pitching will be provided which will prevent erosion of soil from the embankment

Biological Environment 9. Trees No impacts are

anticipated to tree with the existing embankment project

Total of 42 trees (anwala-1; bhend-30; sevga-2; Nariyal-2; Neem-3; Suvabal-1; Sitaphal-1; Kaju-1; Siras-1) of different girth and height are located on the top and slope of existing embankment. None of these trees are listed under the Maharashtra Tree Felling Act, 1964. Permission is required to be taken from the District Collector for cutting these trees as per NGT order dated 8th Jan 2016 – case no 11/2015 (WZ). Also, compensatory plantation will be carried out in ratio of 1:10.

10. Mangroves Mangroves are gown all along the embankment and on the damaged slopes of the embankment on the creek side. Mangroves exists in the patches on land side and along the channels in the benefited area. If embankment is not rehabilitated, mangroves will spread in the agriculture land also impacting the soil quality and livelihood of people

Mangroves will not be impacted but their growth will be restricted to the existing location only




As per the analysis carried out it is found that the selected embankment will have

minimal impact on the environment and socio-economy. Proposed project is highly

beneficial for socio-economy. There is minor impact on environmental parameters like

ecology, air quality, water quality and noise levels but these impacts are manageable if

appropriate mitigation measures are adopted.



CHAPTER 7. Public Consultation

7.1. Introduction

Public consultation is one of the key components of the environmental assessment. The

environmental and social impact assessment team conducted public consultations in

project site and study areas. The approach involved a mix of conventional as well as

participatory/ rapid rural appraisal (PRA/ RRA), focus group discussions (FGD) and one-

to-one discussion. Consultation with all the stakeholders has been carried out and the

inputs from the stakeholder were incorporated in the environment management plan in

discussion with the DPR consultant, SPIU and KLDC

This chapter provides details of the public consultations and participation activities

undertaken during the environmental impact assessment studies for the project

“Renovation of Saline Embankment of Narvel Benavale Village at Pen Taluka, Raigad

District, Maharashtra. During public consultation, emphasis was placed on a fully-

inclusive, open and transparent public participation process in the transfer of information

regarding the project and likely impacts from the project on each component of

environment. A number of stakeholders are involved in this project ranging from the

project implementation and monitoring agency, project design agency, kharland

department and general public.

7.2. Objective of Public Consultation

The public consultations were conducted with the following objectives:

• To create awareness and generate understanding about the project among

stakeholders, and to collect their opinion, suggestions for planning and designing

of the project

• To assess positive as well as adverse socio economic and environmental

impacts in the area through participatory methods such as one to one discussion

and focus group discussions.

• To identify the need and concern of the public

• To assess cultural patterns and behaviour of local communities towards the

project

• To understand the environmental and social issues associated with the project

through discussions

• To understand suggestions and opinions of the community and Government

officials on mitigation measures to counter and check the adverse and negative

impact that threaten the socio-economic environment in the area.



• To disclose the environmental sensitive issues and form a consensus for such

issue’s purposes. For example, cutting of trees on the embankment, GAIL

pipeline, etc.

• To understand the satisfaction level of people with proposed mitigation and

management measures proposed for the project

7.3. Methodology and Outcome of Consultations

Informal consultations were carried out with the project implementation agency, i.e.

Kharland Development Circle (KLDC), SPIU, local people and other stakeholders like

gram panchayat. Discussion was also carried out with RDC and DDMO to clarify the

status of the ownership of land where the project is to come up. Team used checklists

for carrying out consultations and the checklists are attached as Annexure 7.1 and 7.2.

Before beginning of consultation, the team inquired with stakeholders whether they were

aware about the project. With support of KLDC/SPIU representative, the Consultant

team elaborated purpose, work plans and methods to be used in execution of the saline

embankment works in the project area. Details on the number of consultations

conducted are given in Table 7.1 below.

Table 7.1 : Details of Public Consultation

Sl. No.

Name of Stakeholders Period of Consultation

Outcome of Discussion

1. Kharland Development Circle (KLDC)

28 Aug, 2016 Preliminary meeting was carried out with the KLDC and visit was made to the site and general discussion were carried out with people of Narvel Benavale during the visit. All people were found aware about the project and are in favour of the project

2. People of Kaleshri and Vithalwadi

Cooperative Society of Bhal Vithawadi (Fisherman) People of Kaleshri (Ramesh Shankar Patil, Mrs Jyoti Narendra Patil, Nikhil A Thakur, Jayesh Pandurang Mhatre and Sharad Vasant Patil and Vilas Mhatre: 9922966249) and Bahiram Kotak People of Narvel and Benavale (Shri Ganesh Shivram Mokal, Atmaram

01/09/2016 18/09/2016 19/09/2016 24/09/2016

Detailed survey and discussion were carried out with the different group of people of villages regarding the project and the additional land requirement. People asked for the proposed alignment, timeline of start and completion of the project, insisted to move towards creek side for expansion. Importance of mangroves were explained to people and they understood and were agreeing to allow construction of embankment to some extent in their land. The embankment provides accessibility to them People of Vithalwadi complained that due to breach of embankment, water enter their houses during floods. Embankment is getting



Ganu Mokal, Yashwant Narayan Mhatre, Lakshman Bandu Mokal, Janardan Javarya Mokal, Narayan Padam Thakur, Narayan Padam Thakur, Bhal Vithalwadi, Ambaji Maya Mhatre, Anant Laxman Mhatre, Vilas Shantaram Mhatre, Nandkumar Narayan Mhatre, Parashuram Shantaram Mhatre, Amarchand Kamalakar Mhate, Bahiram Kotak, Chandra Joma Patil, Sanchin Lakshman Patil, Mahadev Joma Langi, Kashinath Krishna Patil, Ganapat Nagu Mali, Lakshman Ramdas Mali) People of Mothebhal

26/09/2016

impacted/damaged due to crabs and rodents. Approx. 100 ha of land in Vithhalvadi is affected due to saline water ingression. People repair the embankment on their own to prevent entry of saline water inside. In Kaleshri also approx. 10 ha of the land is damaged due to entry of saline water As per KLDC, land is Government land and no private land is required and as per survey and discussion with people, it was found that the land of embankment and additional land required both are private properties. People also suggested to construct walls in the weak section to prevent breach of embankment due to wave action. Also, people insisted on providing stone pitching on the both sides to prevent damage by crabs and rodents. Also, people suggested that height of the embankment should be increased as sometime water during high tide enters inside the fields landward side which affect the soil quality of their fields. This is also considered in design. Overall height of embankment is increased and it is kept as 1.5 m higher than the highest creek level.

3. Kharland Development Circle (KLDC) and SPIU

Sep-Oct, 2016 SPIU was informed about the land issue and SPIU directed Kharland to verify the issue with revenue department.

4. RDC, DDMO, Kharland Development Circle (KLDC)

03/12/2016 It was clarified with RDC and DDMO that the land under the saline embankment is private land

5. People of Vithhalvadi and Mothe Bhal

22/04/2017 Visit was made to the site to discuss about the project and their will to donate the land for the proposed embankment construction and people agreed to donate the land but they said they cannot donate large area as people have small land holdings. If embankment is to be moved by 1-2 m inside their land then they can donate the land. Thus, the embankment design is modified so as the bottom width requirement has been reduced which will minimize the land



requirement on the field side. Also land owners agreed for donating the land but demanded for compensation of the structures built by them which may get affected due to renovation of embankment. Also, they demanded that all the utilities which will be affected due to the project should be shifted or reconstructed for them prior dismantling

6. People of Kaleshri, Kanoba, Waskand, Bahiram Kotak, Ghoda Bhander

June-Oct, 2018 A survey was made at the site to assess the structures which will be impacted and for the additional land required. Details of the people losing the land and details of the PAPs whose structures will be affected is provided in Annexure 7.3 and 7.4.

A large-scale consultation was also carried out by Kharland Development Circle (KLDC)

with local people and Patwari (Talathi as called locally) to inform people about the

project and to obtain their consent for using their land for strengthening of embankment.

People have agreed to give off their land voluntarily for such construction of

embankment and have signed the consent letters.

7.4. Disclosure

Environment impact assessment report will be disclosed at the SPIU (NCRMP) website.

Executive summary will also be disclosed in local language as well at SPIU and NCRMP

website


The EQMS team had discussion with all the above-mentioned stakeholders using one to

one interview and focus group discussion. These discussions helped to convey the

project elements, activities and likely impact on the ground to all concerned. The

suggestions made during these interactions were noted and included in the design and

environment management plan.

Design of the embankment has been improved in terms of the land requirement for

embankment. Bottom width is reduced to minimize the land requirement. Height of the

embankment is also increased. Other things considered in design after the survey and

consultation are provision of stone pitching on the land side also and mangroves line

should be kept as the creek side boundary of the proposed embankment to minimize the

impact on mangroves. Public consultation and site surveys has helped significantly to

improve the project design and social acceptability of the project.



CHAPTER 8. Environmnetal Management Plan

8.1. Introduction

The Environmental Management Plan (EMP) is synthesis of all proposed mitigation and

monitoring actions, set to a time frame with specific responsibility assigned and follow-up

actions defined. EMP is a plan of actions for avoidance, mitigation and management of

the impacts associated with construction and operation stages of the project. A detailed

set of mitigation measures have been compiled in view of the likely impacts associated

with the proposed project “Renovation of saline embankment of Narvel and Benavale

village at Pen Taluka, Raigad district”.

8.2. Objective of Environmental Management Plan

The EMP consists of a set of mitigation, monitoring and institutional measures to be

taken up during the design, construction and operation (post-construction) stages of the

project. The EMP has been designed keeping in view of the regulatory and other

requirements to ensure the following:

• Minimum disturbance to the environment and social components

• Compliance with the environmental acts, rules and guidelines of the GoI &

maintaining the quality of air, water, soil and noise as per the prescribed norms by

regulatory bodies.

• Compliance to the Operational Policies and Guidelines of the Funding Agency

• Conservation of natural resources to the extent possible

• Enhancement of Project benefits for Society & Environment

• Sustainable development and operation of project

8.3. Environmental Management Plan

Major activities associated with the proposed project involves clearing of the site,

stripping of soil, vegetation removal & tree cutting, utility shifting, material transportation

& storage, shifting of utilities & structures, strengthening and raising height of the

embankment, slope stabilisation, debris storage, transportation & disposal, construction

of CD works and construction of new CD works.

A detailed environmental management plan for each activity of Pre-construction,

construction and operation phases is prepared. EMP lists the activities involved along

with environmental impacts associated with each activity, suggestive impact mitigation

measures and implementation plan covering monitoring and supervisory responsibilities.

The environmental management plan is included as Table 8.1.

Environment Budget and It Implementation: Adequate resources are allocated under

the project for environmental management which will be part of construction and

operation costs. The environmental budget is estimated at INR 37789597.44. In addition

to this other environment management measures are considered as part of project cost.

The Pre-Construction and construction stage EMP requirements should form part of

Bidding document. Contractor will have to quote for each of the mitigative measures as

applicable. Details of Environmental Management Budget are given at section 8.12.



Table 8.1 : Environmental Management Plan for Saline Embankment-Narvel- Banavale

S. No. Environmental Issues Management Measures Responsibility Planning and

Execution Supervision

Pre-Construction Stage (Planning- Impacts based on Location) 1. Embankment located in

CRZ area • Saline embankment falls under Coastal

Regulation Zone (CRZ) area and Kharland

Authority has already obtained CRZ clearance

for restoration, repair and strengthening of the

embankment. Contractor will follow the

conditions specified in CRZ letter which is

attached as Annexure 8.1

KLDC SPIU

2. Requirement of additional land for

strengthening

• No land acquisition is anticipated, as additional

land is through a voluntary contribution of land by

the landowners.

• As per KLDC additional land (12.8 ha) is required

for strengthening of the bund which is private

land (4.8963 ha) and Government/other land

(7.9039 ha)

• Consents letter through voluntary donations are

obtained from landowners by the Revenue

Officer facilitated by KLDC. Farmers have given

willingness to give their land in writing for

construction of bund in order to protect their

farms and village in total.

• District administration and KLDC have jointly

organized Public consultation meetings to create

awareness about the proposed embankment and

also on requisite voluntary contribution for the

same on their behalf.

• Embankment is straightened between the

KLDC SPIU



chainage 13230 and 13380 m

• Consultation shall be carried out with the

community again prior start of construction

• Grievance readdress mechanism shall be

provided at Kharland office so as community can

lodge the complaint if any. Information shall be

given to the people about this grievance

readdress mechanism through consultation and

appropriate media

• Land shall be taken on land side as per the

proposed design and consent letters only

• The saline embankment shall be renovated

within the proposed right of way

3. Presence of Mangroves in the area

• The proposed alignment is in the vicinity / buffer

zone of mangroves (on both creek & land side)

• Mangroves are present all along the creek side

of embankment and in patches on the land side

from 1650-1740, 5010-5820, 6270-7590, 8340-

9090, 9150-9240, 9720-10350 and 16110-

16380 chainages.

• The existing boundary of the bund away from the

mangrove area on the creek side is considered

as the edge of the proposed alignment. The

proposed bund will extend to the field side to

accommodate for its increased width.

• Mangroves are present along the creek side of

embankment and in patches on the land side and

along the canals in the benefited area. During the

strengthening and repair process, mangrove on

both creek and land side should not be disturbed.

All mangroves shall be preserved. Any additional

KLDC SPIU



land if required for strengthening of the

embankment shall be taken on creek side, only if

mangroves are not present on creek side else

land on agriculture field side should be

considered as per the consent of land owners

• No mangrove shall be disturbed or removed

during dismantling & reconstruction of CD works

and Ring bund construction & dismantling.

• Since embankment is in buffer zone (50 m) of

mangroves. No Objection Certificate (NOC) from

the Forest Department (Mangroves Cell) is

obtained and is given in Annexure 5.1 and

contractor should follow all the conditions of the

NOC

• Contractor shall study the strip map for

mangroves presence. Strip maps are attached as

Annexure 4.1. This strip maps shall be followed

strictly for available bottom width and additional

private land required for embankment

strengthening

• All caution shall be exercised to prevent any

harm to mangroves

4. Impact on Trees • Total of 42 trees (anwala-1; bhend-30; sevga-2;

Nariyal-2; Neem-3; Suvabal-1; Sitaphal-1; Kaju-

1; Siras-1) of different girth and height are

present all along the stretch of the embankment.

All the trees are present on the embankment and

are anticipated to be cut for embankment

construction. However, one tree exists between

chainage 13230 to 13380 and efforts can be

made to save the tree as the alignment is

KLDC/ District Collector/Forest

Department

SPIU



proposed to be straightened in this section

• Efforts shall be made to save these trees through

design changes. However, during embankment

construction measures shall be taken to retain

the trees as much as possible. All efforts shall be

made to preserve the trees including any minor

adjustment in the design to save the trees

• A joint visit shall be conducted by the KLDC

along with the environment expert of Contractor

to ascertain the tree saving and requirement of

tree cutting

• Permission shall be taken from the District

Collector for cutting the trees as per NGT order

• If any trees need to be removed from proposed

right way before commencement of work it shall

be done by obtaining Permission from the District

Collector for cutting the trees as per NGT order

• Identified trees (as per joint visit of KLDC &

contractor and tree cutting permission) for cutting

should be cut. Cut logs should be managed as

per the condition given in tree cutting permission

• No other flora should be harmed other than

identified and marked vegetation and trees

• Stacking, transport and storage of wood shall be

done as per prevailing norms of the state forest

department

• Vegetation (bushes, weeds etc) at the site shall

be removed in presence of Environmental Expert

of Contractor and KLDC

• Scraped vegetation waste shall be collected and

shall be disposed of at the debris disposal site



• Compensatory afforestation for every tree cuts

shall be panned in the ratio of 1:10. Area for

plantation shall be identified with the help of

Forest Department and Kharland Development

Circle (KLDC) and SPIU shall be requested to

transfer the fund to Forest Department, based on

the estimate from Forest Department.

5. Shifting of the utilities - electricity poles and

service electricity line

• Ten electricity poles and service electricity line

need to be shifted for embankment strengthening

and renovation. Shifting of the poles and the line

should be carried out through MSEDCL prior to

start of work. Concurrence should be obtained

from MSEDCL and all the conditions mentioned

in the concurrence shall be followed by KLDC

• HT electricity line Pole is present at

18.749467oN, 73.0174580E, as it comes in the

outer right end of the embankment so it not to be

shifted from the existing location.

• KLDC in consultation with MSEDCL shall identify

the exact number of poles and length of the line

for shifting and the cost required for the same i.e.

shifting shall be included in the DPR.

• Proposed shifting locations shall be confirmed by

MSEDCL with the concerned stakeholders and

MSEDCL shall undertake the responsibility of

shifting

• The necessary costing for shifting of of

poles/service line shall be included in the DPR

cost

• Necessary safety and protection work shall be

undertaken by the contractor for shifting the

KLDC/MSEDCL SPIU



electricity poles, electricity line and solar lights.

6. Shifting of utilities- Solar lights

• Five Solar lights are available at the

embankment zone and all are required to be

shifted temporarily as per survey for renovation

of the embankment

• Proposed shifting locations shall be confirmed by

gram panchayat with the concerned stakeholders

and gram panchayat shall undertake the

responsibility of shifting.

• Alternative should be provided after dismantling

the solar light till the time solar lights are shifted.

• The necessary costing for shifting of these

utilities shall be included in the DPR cost.

• Necessary safety and protection work shall be undertaken by the contractor for shifting the electricity poles, electricity line and solar lights.

KLDC/Gram panchayat

SPIU

7. Shifting of CPR: Crematorium-4 nos

• Four crematorium exists at the chainage 2280,

2550-2580, 9555, and 13030 m which will be

affected and required to be shifted during

embankment construction. These crematoriums

are CC structure covered with the shed.

Dimension of this crematorium are 7 m X 6 m,

6.8m X 6m, 23m X 20m, 12X 4 m respectively.

The crematorium is accessible through the 2-3

no stairs and is at same level of existing

embankment.

• Community and gram panchayat concurrence

shall be obtained prior to demolition and

reconstruction of crematoriums. Location for

crematorium shall be decided in consultation with

the local people and gram panchayat

KLDC SPIU



• Crematorium shall be constructed at the decided

location prior dismantling

• Crematorium to be constructed should have

proper and safe access and covered shed

• Cost for construction of the crematorium shall eb

included in the DPR


undertaken by the contractor

• Contractor shall ensure adequate signage and

safety measure including installation of display,

signage and diversion boards

8. Shifting of CPR: Jetties-8 nos

• Alternate access to the jetties from the village

shall be provided during the construction phase

• Concurrence shall be taken from Maritime Board

and gram panchayat prior dismantling and

reconstructing the jetties. All conditions as

prescribed in the concurrence letter shall be

followed

• Cost for construction of the jetties shall be

included in the DPR as per discussion with the

Maritime Board






KLDC/Maritime Board

SPIU

9. Shifting of CPR: Shed-3 nos

• 3 nos of passenger shed are located on the

embankment at chainages 2990, 3280 and

between 1980 to 2040 chainage. Shed between

1980 to 2040 chainage is RCC shed and have

dimension of 15 m X 10 m

KLDC SPIU



• These sheds will be affected and thus shall be

relocated at alternate location in consultation with

the gram panchayat and local people

• Concurrence will have to be obtained from gram

Panchayat and the villagers prior to shifting of

sheds. All conditions given in the concurrence

letter shall be followed






10. Shifting of CPR: Temples-2 nos

• Two Temples i.e. Bahari Dev located at 13230

and Bap dev located at 13770 to 13800 m chain

age are present on the landward side of the

embankment and will be affected.

• Bahari Dev temple located at chainage 13230

can be saved as embankment between chainage

13230 and 13380 m is proposed to be

straightened

• Concurrence should be obtained from gram

Panchayat and the villagers prior to shifting of

temples

• Locations for shifting of the temples shall be

decided in consultation with the gram panchayat

and villagers






KLDC/Gram panchayat

SPIU



11. Shifting of CPR: School (1 no)

• One school is present at chain age 13230 along

the creek side of the embankment which will be

affected.

• This school will not be affected as in this section

embankment is proposed to be straightened

• However, access to this school may get

disturbed so temporary access should be

provided for the school

• Cost for provision of alternate access and steel

barricading in front of school shall be considered

and included in DPR



• Additional safety measure like steel barricading

shall be provided near the school to ensure

safety of children




KLDC/Gram panchayat

SPIU

12. Shifting of Well (1 no), Ottas (5 nos),

community toilet (4 no) and road

• Five Ottas are present on creek side of the

embankment site.

• A road exists near village Vithalwadi and this will

also be impacted due to proposed renovation

works

• Temporary arrangement shall be made for fish

drying till the Ottas are reconstructed in

consultation with the community. Arrangement

shall also be made for access to Vithalwadi

village during construction phase till the road is

constructed again

• One well of RCC (15*10) is located at chainage

KLDC/Gram panchayat

SPIU



1910 m on the embankment and 4 community

toilets exists at 3 different chainages (1980-2040,

2910-2940 and 2970)

• Locations for shifting of the well shall be decided

in consultation with the gram panchayat and

villagers

• Cost provision for shifting of the well &

community toilets and reconstruction of Ottas

and road shall be considered and included in the

DPR






13. Impact on the Private land and private

Properties (19 no pakka houses, 11 no kachha

houses, 3 toilets and 24 fish ponds)

• Private land to be taken for the project shall be

as per the consent given by the land owners.

Contractor shall stop the work in case of any

conflict with land owners and shall contact to

Kharland Development Circle. Work shall be

resumed only after resolution of the conflict

• There are total 19 pakka houses on the

embankment however only 16 may be affected

due to straightening of embankment between

13230 and 13380. Other than this 11 kachha

houses/jhopdi, 3 private toilets and 24 fish ponds

will be affected due to renovation works.

• Alignment is proposed to be straighten between

13230 to 13380 so all the structures within this

section should be protected

• Community is consulted and concurrence is

Contractor SPIU/Kharland Department/Third Party Supervision

and monitoring Agency (if appointed)



obtained from community to demolish these

private structures and pay off the cost for these

structures

• Compensation shall be given to people whose

private property (houses, huts and ponds) will get

affected as per the valuation estimation (in line

with SIA, R & R Act, 2013 and WB policy) and

agreement with the owners

• Budget for compensation for structures/private

property shall be included in the project cost.

• No other structure shall be affected due to the

proposed project.

• Grievance readdress mechanism shall be

provided at Kharland office so as community can

lodge the complaint if any.

• Information shall be given to the people about

this grievance readdress mechanism through

consultation and appropriate media.

14. Impact on Access to – Private Properties

(School/Vithhalvadi village and other private

properties) and Provision of Improved

Access to Private Properties

• Road access to the Vithalwadi village will get

affected at the chain age 2910 to 2970 m.

Alternate access arrangement shall be provided

for Vithhal vadi village as the road to vithavadi

will get impacted.

• Access to the school located at chainage 13230

will also get affected and alternate access shall

be provided for school

• In case access to any of the private

property/house/structure gets impacted then

alternate access should be provided during

construction phase.

Contractor SPIU/Kharland Department/Third Party Supervision


Pre-Construction Stage (Design Based)



15. Finalization of drawings and alignment

• A re-survey shall be conducted at the time of

implementation for verifying encroachment of the

mangroves on the proposed alignment

• Care has been taken while designing the

proposed alignment is after the mangrove line /

area as agreed by Forest Dept/ Mangrove cell

• While Transferring the alignment on the ground

care shall be taken by the KLDC and Contractor

that the alignment is as per the drawing and no

additional private or mangrove land is involved.

Contractor/KLDC SPIU

16. Contractor’s Mobilization Designation of Environment and Safety Officer and Orientation Training

• Contractor shall designate and mobilize the

qualified Environment, Health and Safety officer

for effective implementation of EMP and ensuring

safe operations during construction stage.

Contractor

Kharland Development Circle (KLDC), Third Party

Supervision and monitoring Agency (after appointment)

and SPIU/ PMC 17. Joint Verification by

KLDC and Contractor • A joint visit shall be carried out by KLDC and

contractor for demarcating the final alignment in

the field.

• Identification & marking of utilities that are to be

impacted like Electric Poles, solar lights, service

electricity line etc., trees to cut, and other utilities

(crematorium, sheds etc) to be shifted or re-built

as per the DPR

• Contractor shall submit a request to Kharland

Development Circle (KLDC) for a joint visit

• Contractor shall record proceedings and

decisions made during site visit and take

approval of the Engineer.

Contractor and Kharland

Development Circle (KLDC)

Kharland Development Circle (KLDC), Third Party


and SPIU/ PMC

18. Regulatory Permits and Compliances to

• Contractors and their EHS officer should inform

himself of requirements of local laws, regulations,

Contractor

SPIU/Kharland Department/Third



Clearance conditions Obtaining all regulatory permissions and clearances prior to start of work as applicable

and rules in force in State of Maharashtra, with

regard to labour laws, electrical safety, and

applicable environmental laws and regulations

• Contractor will obtain Consent to Establish and

Consent to Operate will be obtained by

contractor for setting up of DG sets, batching

plant, as required from Maharashtra State

Pollution Control Board (MSPCB)

• Contractor should obtain environmental

clearance from State or District Environmental

Impact Assessment Authority (SEIAA/DEIAA) as

the case be for establishment of the borrow

areas if new borrow areas are identified. (current

proposal is to source material from operational

mines)

• Saline embankment falls under Coastal

Regulation Zone (CRZ) area and CRZ clearance

for restoration, repair and strengthening of the

embankment has already been obtained by

Kharland Authority. Contractor will follow the

conditions specified in CRZ letter which is

attached as Annexure 8.1

• Permission is obtained from mangroves cell,

Forest Department for working in close vicinity to

Mangroves. Contractor shall follow all the

conditions mentioned in the permission

• Permissions to be obtained by Kharland

Department includes Permission from DC office

for tree cutting, permission from maritime Board

for jetties dismantling and construction,

Permission from MSEDCL for dismantling and

Party Supervision and monitoring

Agency (if appointed)



reinstalling electricity poles and service line and

permission from Gram panchayat for

shifting/reconstruction of solar lights,

crematorium, road, ottas, well, temples, ponds,

toilets and sheds

19. Preservation of Mangroves

• Contractor shall not disturb or cut any Mangroves

either in the creek side or in land ward side

during construction. All mangroves shall be

preserved and Contractor shall abide by the

NOC of the Forest Department.

• Mangroves shall not be disturbed during

construction especially in the chainages (1650-

1740, 5010-5820, 6270-7590, 8340-9090, 9150-

9240, 9720-10350 and 16110- 16380) where

mangroves are present on land side also

• Contractor shall undertake the work as per the

strip maps prepared for the embankment.

• This strip maps shall be followed strictly for

available bottom width and additional private land

required for embankment strengthening

Contractor Kharland Department, Third Party Supervision

and monitoring Agency (after

appointment) and SPIU/ PMC

20. Preservation of trees and vegetation

• Contractor shall take approval of the concerned

Engineer before site clearance

• Contractor shall take care all precautions needed

to preserve the trees

• Contractor shall identify the number of trees that

need to be cut through a joint verification by the

KLDC. Trees present on embankment are listed

in Annexure 3.2.

• Contractor shall undertake tree cutting as per the

written instructions of the Engineer after

obtaining permission from Contractor shall

Contractor Kharland Development Circle (KLDC), Third Party


and SPIU/ PMC



undertake tree cutting as per the written

instructions of the Engineer after obtaining

permission from Forest Department or

Appropriate authority

21. Construction plan and communication with

community

• Contractor shall visit the entire project stretches

and develop time bound construction schedule

and submit it to Executive Engineer KLDC at

least 15 days prior to start of construction work

• Contractor and KLDC shall install a project

information board showing name of work, project

costs, duration, date of commencement,

proposed date of completion, full details of

grievance redressal mechanism along with all

related contact details at the site and kharland

office respectively

• Share the project information to public using

appropriate mode (display, pamphlet distribution)

at least 15 days in advance.

Contractor

KLDC, Third Party Supervision and

monitoring Agency (after appointment)

and SPIU/ PMC

22. Setting up construction camp and material

storage areas: Selection of

land/Location for setting up construction camp, or

material storage area, Batching Plants etc., operational safety, sanitation, drinking

water supply,

• Contractor shall identify the sites for setting up

material storage area, construction camp, and if

any plant established shall notify the Executive

Engineer for their approval for the site.

• Any plant or construction camp site &

construction material storage site shall be sited

at a min. distance of 150 m from water body and

500 m from residential area or any sensitive

location like school or hospital. Mobile units can

be placed within 250 m distance of residential

area also. These plants shall be located in

downwind direction of any residential area.

• Available Government waste land along the

Contractor SPIU/Kharland Development Circle (KLDC)/Third Party

Supervision and monitoring Agency

(if appointed)



embankment shall preferably be used for the

establishment of these plant sites with the

permission of concerned authority.

• If usage of this land is not possible then the

private land which is currently not being

cultivated within the benefited area can be used

for the establishment of the plant site with the

consent of the land owner.

• Site shall be marked on the map and the layout

of such sites along with the photographs shall be

submitted to Kharland Development Circle

(KLDC) prior to setting up any such facility to

obtain prior approval

• These sites shall be fenced preferably with the

sheets so as to minimize the exposure of the

public to the dust

• Establishment and operation of these plants shall

be initiated only after obtaining consent to

establish and consent to operate from MPCB by

contractor

• Contractor shall ensure all measures for dust

control (like sprinkling of water) and prevention of

water, soil (preventing flow of contaminated

water from camp) and noise pollution shall be

taken up.

• Speed limits at site shall be maintained between

15-20 km/hr

• Contractor shall ensure parking of vehicles or

installation of machineries shall not block the

access or block public utilities in the project area.

• 2 Bio-toilets (one for male and one for female)



shall be provided at construction camp, storage

areas and operational areas.

• The bio toilet must have provision of at least

1000 litres overhead water storage. It shall be

well maintained and in usable condition at all the

times. It shall be regularly cleaned, and overhead

tank replenished as per requirement. Work force

shall be oriented to use mobile toilets. No open

urination/defecation shall be allowed.

• Drinking water facility shall be available for

workers at site

• Loose construction material and waste storage

area shall be paved and covered

• Oil shall be stored on concreted floor with

spillages and leak collection pits

• Oil interceptor shall be provided in vehicle

cleaning areas

• Contractor shall ensure all construction vehicle

shall comply with traffic rules and carry PUC

certificate.

• Contractor shall ensure First Aid Kits at the camp

in case of any emergency.

• Contractor shall ensure provision of Fire

extinguishers in the storage/ yard area

• Location of storage of each material shall be pre-

identified and signage shall be provided for the

same

• Provision of sprinklers for dust suppression shall

be made

• Contractor shall ensure weekly inspection by

Environment and Safety experts of the contractor



to confirm fitness of these plants and following

points shall be verified during their visit

o All plants are working in good working

condition

o Dust pollution control measures are being

taken up as per the consent orders

o Noise monitoring shall be taken up to ensure

prevention of noise pollution

o Contractor shall ensure Workers safety by

providing and encouraging use of PPEs

o Contractor shall ensure the maintenance of

record including Log book of operation of the

plants

• Contractor shall ensure after completion of the

construction works these plant sites shall be

restored back to the original condition.

• Contractor shall ensure all waste and machinery

shall be removed from the site. Site shall be

made clean and free from any temporary

structure.

• Contractor shall ensure renovation of the site as

per the provision of the contract and by providing

of a vegetation cover in form of grass and small

herbs.

23. Sourcing of earth and Borrow area management

• The project requires approx. (406558.8 cum for

hearting + 91829.48 cum for casing) for

embankment. Earth shall be obtained from the

approved quarries of KLDC

• KLDC shall ensure the proposed borrow areas (if

any) have permission from the appropriate

authority including Environmental Clearance



and SPIU/ PMC



(DEIAA/ SEIAA).

• KLDC had identified a tentative borrow areas at a

distance of 20 km i.e. in village Pen, Gram

Panchayat, Pen Taluk and District Raigad which

shall be used

• Contractor shall get approval of Kharland

department prior to opening and closure of every

borrow area. Kharland and TPQA shall approve

the borrow pits in accordance to the IRC

recommended practice for borrow pits (IRC 10:

1961)

• Contractor shall develop borrow area plan

indicating the location and area of the identified

borrow area along with the consent order of land

owner, photographs of the area and geographical

coordinates of the corners of the borrow areas

• Finalization of borrow areas for earth and all

logistic arrangements as well as compliance to

environmental requirements, as applicable shall

be the sole responsibility of the Contractor.


• Contractor shall identify the potential borrow

areas and take permission from Executive

Engineer before operating any borrow areas.

• The Contractor shall not start borrowing earth

from selected borrow area until the mutual

agreement is signed between landowner and

Contractor. Copy of the document shall be

submitted to Executive Engineer.

• The Contractor in addition to the established

practices, rules and regulation will also consider



following criteria before finalizing the locations.

o The borrow area should not be located in

agriculture field unless unavoidable i.e. barren

land is not available.

o The borrow pits should not be located along

the roads.

o The loss of productive and agricultural land

should be minimum.

o The loss of vegetation is almost nil or

minimum.

o Sufficient quality of soil is available.

o The Contractor will ensure the availability of

suitable earth. The Contractor shall obtain

representative samples from each of the

identified borrow areas and have these tested

at the site laboratory following a testing

programme as approved by the concerned

Engineer. It shall be ensured that the fill

material compacted to the required density.

o Planning of haulage roads for accessing

borrows areas shall be undertaken during this

stage. The haulage roads shall be routed to

avoid agricultural areas as well as forest areas

as far as possible and shall use the existing

village roads wherever possible.

• Contractor shall not be permitted to borrow areas

in forest areas

• Contractor shall identify location of borrow areas

and get approval from E.E staff.

• Earth material should be taken from barren land

or selected borrow area during lean period as per



IS Code 1498 after taking approval from

Executive Engineer.

• Borrow areas should be dug as per IS code:

4701 and prior approval from the competent

authorities must be taken before execution and

mutual agreement with the land owners should

be taken by the contractor and ensure the borrow

areas should not have any environmental issues

like water logging etc.

• Borrow pits should be drained to avoid

stagnation of water and the bottom should be

levelled properly / bottom level of borrow pits

should be fixed with reference to the prevailing

ground slope towards the nearest natural

drainage course.

• Borrow areas should be avoided in agricultural

areas

• Required permission should be obtained from the

authorized person as stipulated in the

Maharashtra State minor minerals act and if

operating in private lands mutual agreement and

no objection certificate need to be produced to

E.E by the contractor.

• No borrow pits shall be dug within 5m of the toe

of the embankment, if the depth of the borrow pit

is less than 0.5m it shall be after 5m of the toe of

the embankment and if the pit depth shall be

more than 0.5m it shall be 10m of the toe of the

embankment or within such a distance from the

toe of the bank where a 4:1 hydraulic gradient

line cuts the ground surface, which ever more.



• Borrow pits shall be drained to avoid stagnation

of water and the bottom should be levelled

properly / bottom level of borrow pits should be

fixed with reference to the prevailing ground

slope towards the nearest natural drain based on

the site conditions

• Borrow areas shall be preferably outside CRZ

areas

• Precautions to be taken up if Private Lands are

used:

• If waste land is not available then soil from the

agriculture fields can be taken with the consent

of the land owners.

• An agreement shall be formed with land owner

indicating the area to be borrowed, the quantity

of earth to be excavated, time for borrowing,

restoration works and the cost to be paid to land

owner in local language. Borrow areas shall not

be constructed near the road side.

• Along with the consents, the Contractor shall

apply to appropriate authority including obtaining

Environmental Clearance from DEIAA/ SEIAA

through KLDC.

• Contractor shall ensure that borrow area shall be

planned so as to minimize the vegetation loss, no

tree cutting is required and shall not be located

close to roads (up to 50 m).


• Haulage of material to the areas of fill shall

proceed only when sufficient spreading and

compaction plants are operating at the place of



deposition

• Top soil from the borrow area shall be removed

up to depth of 15 cm and shall be preserved

under covered condition. This soil shall be

spread on the borrow area during closure. A 15

cm topsoil will be stripped off from the borrow pit

and this will be stored in stockpiles in a

designated area for height not exceeding 2m and

side slopes not steeper than 1:2 (Vertical:

Horizontal).

• Restoration of the Borrow pits shall be done as

per the EC conditions and in case of private

lands it shall be as per willing of the land owner

i.e. conversion to aquaculture farms/ farm ponds

etc as per the site conditions.

• Contractor shall keep records of all the borrow

earth and TPQA shall check and verify all the

sources and approvals time to time and if any

issues arises it shall be brought to the notice of

SPIU

• The Contractor will keep record of photographs

of various stages i.e. before using materials form

the location (pre-project), for the period

borrowing activities (Construction Phase) and

after Renovation (post development), to

ascertain the pre and post borrowing status of

the area.

24. Sourcing of Other

construction material • Other material required are aggregates, cement,

sand, steel and geotextile. (Rubble: 46312.35

cum; Cement: 3224.93 cum, Steel: 108 MT and

Contractor





Sand: 11885.89 cum)

• Contractor shall ensure all materials used in

construction of embankment shall be purchased

from approved quarry suggested by KLDC. No

other sources are permitted. Quarries/suppliers

identified by KLDC are Mapgaon at 35 km for

Rubble cement & steel from Pen at 20 km and

sand from Dharmtar at approx 25 km

• A joint visit may be made by environmental

expert of the contractor, Executive Engineer

KLDC to verify the quality and suitability of

material, environmental approvals and

environment management measures at the

quarry site

• The Contractor shall finalize the quarry for

procurement of construction materials after

assessment of the availability of sufficient

materials, quality and other logistic

arrangements.

• A preliminary survey has been carried out by the

Executive Engineer and identified the quarry and

is provided in DPR

• If extraction shall be done, prioritize sites already

permitted by the Mining or concerned

department,

• Contractor shall purchase materials and finalize

vendors who have valid permissions.

• If other sites are necessary and the contractor

want to use, let the contractor obtain necessary

permission from the concerned regulatory

authority and inform Executive Engineer.

and SPIU/ PMC



25. Arrangement for construction water

• Contractor shall ensure use of potable water for

every construction activity. Contractor shall

provide necessary approval regarding water

supplying agency.

Contractor KLDC, Third Party Supervision and


and SPIU/ PMC 26. Debris disposal

management and setting up debris disposal site

• Waste expected to be generated due to

construction includes the following

✓ Dismantling of CD works: 365.9 cum ✓ Stripping of the embankment up to 15

cm: 40105.69 cum ✓ Existing vegetation on bund and the

sites for the labour camps/debris disposal site/construction camp/storage yards

✓ Municipal waste from labour camp-20-25 kg/day

✓ Dry concrete/empty cement bags/broken bricks and stones, broken wooden supports etc-10-20 kg/day

• Construction and Demolition waste needs to be

disposed in accordance to construction and

demolition rules, 2016, municipal waste should

be managed as per the Solid Waste

Management Rules, 2016 and hazardous waste

should be managed as per the Hazardous and

Other Waste Management Rules, 2016

• A site must be identified by the contractor prior

start of construction for disposal of the above-

mentioned waste material. This site should be

located minimum 50 m distance from water body

and 250 m from a residential area. This site

should be selected only at land side of

embankment

• Muck generated from stripping shall be used for



and SPIU/ PMC



construction of the ring bunds after obtaining

consent from the KLDC engineer. Thus,

clearance of vegetation followed stripping of the

soil should be the first activity to be carried out

for the proposed project.

• The site shall be approved by the executive

engineer of KLDC

• Contractor shall submit the location, area and

photographs of the proposed site to the KLDC at

least 15 days in advance for their acceptance of

the site.

• Contractor will ensure that the debris are

collected and transported to the pre-designated

and approved debris disposal site. Record of

debris generated and transported should be

maintained by contractor

• All the waste shall be segregated into recyclable

and non-recyclable waste. Recyclable waste

should be sold to authorized vendors and non-

recyclable waste should be disposed off through

local agencies in the area

• Compostable fraction of the municipal waste to

be generated from the labour camps should be

pit composted if possible

• Hazardous waste should be stored in isolated

location in HDPE container only and should be

disposed off through authorized vendors. NOC

should be obtained for disposal of hazardous

waste from MPCB.

27. Hiring of the Construction Labour

• Contractor shall employ local people preferably

for carrying out the construction works of


monitoring Agency



embankment

• If the local labour is not available then contractor

shall obtain a letter from the panchayat officials

in this regard and then only can hire labour from

outside

• No child labour shall be allowed at the site

(after appointment) and SPIU/ PMC

28. Setting up of Labour Camp Site

• Labour camp shall be established only if local

labour is not available

• No workforce camps shall be set up at any of

the operational areas. Each workforce is to be

provided with suitable type of rented

accommodation or in the labour camp

established for the project. Transportation facility

shall be provided to workers for commuting

between construction camp and work place.

Pooled transportation facility shall be provided to

workers who opt to stay at their residence.

• Labour camps shall not be established on

agriculture land, vegetated and planted land

area and shall be set up at least at a minimum

distance of 250 m from water body. Approval

shall be obtained from gram panchayat prior

setting up such camp.

• The location, layout and basic facility provisions

of the labour camp and photographs of the

location will be submitted to KLDC for prior

approval before establishing it. Contractor will

comply with the relevant provisions of Building

and other Construction Workers (Regulation of

Employment and Conditions of Services) Act

1996.



and SPIU/ PMC



• The contractor will provide and maintain well

ventilated living accommodation and ancillary

facilities for workers in functional and hygiene

manner.

• Minimum Basic facility like fans, first aid, rest

area, sanitation facility & dustbins, fire-safety

measures, cooking area, bathing area and

washing area shall be provided in the camps.

Open urination/defecation shall be strictly

prohibited. Two Mobile toilet with anaerobic

digestion facility shall be provided by contractor.

Contractor shall make arrangement with local

municipal extractor for disposal of night soil.

• Provision of supplying clean and cool drinking

water shall be made at labour camp,

construction camp and work sits for workers. A

mobile drinking water counter/kiosk with

minimum 300 litter capacity and two taps with

bottom tank to collect waste water will be made

close to worksite (say within 100 m of site)

• Provision of LPG shall be made for cooking. Use

of wood as fuel shall be fully prohibited. No open

burning of bio-mass shall be allowed. Separate

cooking area shall be designated if common

mess is not provided.

• Once labour camp is discontinued then site shall

be restored to original condition

• The domestic waste shall be segregated at site

into recyclable and non-recyclable materials.

Recyclable material shall be sold to recyclers

and non-recyclable material shall be send for



disposal through the local bodies

• The contractor shall take necessary HIV/AIDs

prevention awareness measures will be taken at

labour camps by the contractor including

provision of contraceptives. Every quarter,

HIV/AIDs awareness programme shall be

organised by EHS officer of the contractor.

Contractor will prohibit contractor for use of any

explosive, destruction of trees or disposing of

waste to any water bodies or nearby open lands.

Contractor will be responsible for the action of

his employees.

• Inspection shall be carried out by the

environmental expert of the contractor and

executive engineer of KLDC once a quarter to

ensure availability of minimum facilities at the

camp and sanitation level at the camp. Status

report shall form part of quarterly report from

KLDC to SPIU.

• Daily attendance shall be taken at worker camp

by contractor.

• A crèche facility shall be provided for the

children of worker if the female and male

contracted labour are more than 50.

29. Scheduling Construction Works

• Construction works must not be taken up during

monsoon

• Construction activity shall not be undertaken

during night time

• A schedule of construction (activity wise) along

with time line shall be submitted by the

contractor prior to start of work to the KLDC and



and SPIU/ PMC



shall carry out work according to the schedule

submitted

• In case of any deviation a report on the same

shall be submitted to the Kharland and third-

party monitoring agency.

Construction Stage 30. Site Clearance works Contractor KLDC, Third Party


and SPIU/ PMC

Site Clearance & Grubbing

• Vegetation (bushes, weeds etc) at the site shall

be removed in presence of Environmental

Expert of Contractor and KLDC

• Identified trees (as per joint visit of KLDC

&Contractor and tree cutting permission) for

cutting shall be cut. Cut logs shall be managed

as per the condition given in tree cutting

permission

• No other flora shall be harmed other than

identified and marked vegetation and trees

• No mangrove shall be removed during the

clearing and grubbing process

• Vegetation waste shall be collected and shall be

disposed off at the debris disposal site

• Top material of the embankment shall be

stripped off to the suitable depth as per the

requirement given in DPR prior carrying out

strengthening works

31. Generation of debris from dismantling structures

• Quantity and source of debris to be generated

due to dismantling can be referred from point no

26 of this table.

• Record of debris generated and transported

shall be maintained by contractor

• Electricity poles and service cable to be



and SPIU/ PMC



replaced should be handled by MSEDCL for

disposal

• Solar lights to be shifted can be reused and shall

be handed over to Gram Panchayat if cannot be

reused at alternate location

32. Stripping, Stocking and Damage to Top soil and Preservation of top soil

• Embankment is constructed by layering various

grades of soil so top layer of existing

embankment soil may not be fertile and may

also be bit saline so may not be used for

plantation later so this shall be disposed off to

the debris disposal site

• Top soil to be preserved will include top soil from

the sites to eb used as construction camps,

labour camps, debris disposal site & borrow

areas (if any)

• Before beginning the construction of

embankments, the surface area of ground

additionally to be occupied (on field side) shall

be cleared of all roots and vegetable matter and

stripped to a suitable depth as per IS: 4701 -

1982

• (i)Depth of stripping 5.0 to 7.5 cm for soil

containing light grass cover

• (ii) Depth up to bottom of ploughed zone usually

15.0 to 22.5 cm in agricultural land.

• Top soil shall be preserved and reused in turfing

activities if possible, in borrow areas (if any),

bunds or if excess shall be distributed to farmers

for using in the agricultural lands

• Project activities shall be carried out during lean

period and non- monsoon period for minimizing



and SPIU/ PMC



loss.

• Top soil shall be stockpiled at the site and shall

be kept covered with tarpaulin cover. Stockpile

will be designed such that the slope does not

exceed 1:2 (vertical to horizontal), and height of

the pile is restricted to 2m. All loose construction

material shall be stored and transported in

covered condition on paved surface

33. Soil Quality • Oil shall be stored on paved surface only and a

storage area shall have containment for

collection of spilled oil. Oil spill kits shall be

available to manage the oil spill.

• All transportation vehicle shall be provided with

the drip pans to prevent soil contamination with

the oil

• Silt fencing shall be provided to prevent washing

away of the embankment and entering of soil

from embankment to creek during construction

phase

• Stone pitching shall be provided on both the

sides of embankment to prevent erosion of the

embankment

• Longitudinal drains and drains near the toe shall

be provided to drain the water from embankment

and prevent washing off of the embankment.

Contractor Kharland Department, Third Party Supervision

and monitoring Agency (after

appointment) and SPIU/ PMC

34. Haulage Road • Contractor will ensure that all construction

vehicle use only the designate haulage road and

no should drift to agriculture field and affect the

standing crops.

• Route markers shall be used for marking the

haulage route.

Contractor SPIU/KLDC/Third Party Supervision




• Haulage road should be restored to original

condition and returned to farmer after

construction work is over.

35. Operation and Management of the construction vehicle and machinery

• All the construction vehicles and machinery shall

meet the prescribed exhaust standards (Bharat

stage emission standards)

• Machinery to be installed close to the

creek/nallah, i.e. for construction of CD works

shall be checked for oil and grease leakage

• Weekly inspection shall be carried out by

Environment and Safety expert of contractor to

confirm fitness of these vehicle and machinery

and following points shall be verified during the

visit

o PUC certificates of wheel or chain mounted machinery/vehicle


• A log book will be maintained documenting all

fuelling and maintenance events (date, time,

location, condition of site, weather conditions,

amount of fuel on maintenance event, issues



36. Transportation of construction material from suppliers/quarry to the site

• Material transportation shall be carried out in

covered vehicles only

• Transportation vehicles shall have valid PUC

certificate

• Transportation vehicle shall strictly follow the





speed limits designated for the roads and speed

shall be limited to 10 kmph at the site

• Transportation vehicle shall be properly serviced

and maintained

• Transportation vehicle shall no way block the

villager’s access. • Contractor will ensure that all construction

vehicle use only the designate haulage road and

no shall drift to agriculture field and affect the

standing crops.

• Bamboo shall be used for haulage road

boundary marking.

• Haulage road shall be restored to original

condition and returned to farmer after

construction work is over.

37. Impact on Drainage due to Renovation of Embankment and Reconstruction of Cross Drainage works

• Existing 7 nos of CD work shall be reconstructed

and additional 1 no of CD work will be

constructed to ensure proper drainage across

the embankment

• Arrangement shall be made for prevention of

flow of creek water to agriculture field during

construction of CD works (8 no’s). A ring bund is

proposed to be constructed to prevent the flow

of saline water to the field side

• CD work construction shall not be undertaken

during monsoon. Ring bund in any case should

be dismantled prior onset of monsoon even if

construction of CD work is not completed. New

ring bund shall be constructed after offset of

monsoon prior resuming construction of CD

works





• Longitudinal drains shall be provided for flowing

the water from top of embankment to the bottom

to prevent the erosion of embankment

• Gabion wall is proposed to be provided at

sections which are weak and are likely to get

impacted due to heavy/sharp water flow

• Provision for drain shall be made at the toe end

of embankment to drain out the accumulated

water to nearest cross drainage structure.

• The Contractor will ensure that construction

debris, waste and construction material shall not

be disposed or allowed to get spilled to creek or

drainage channel so as not to block the flow of

water of any watercourse/cross drainage

channels.

38. Siltation of Water Bodies • A silt fence (geo textile sheets with bamboos)

shall be provided along the active construction

area or say 1 km, at the base of the

embankment on creek side and around the

stockpiles prior to start of construction works.

The fencing shall be retained till the

embankment up-gradation for activity area is

completed and slopes are stabilized

• Contractor shall not dispose or allow

disposal/spillage of earth or any other

construction material or debris into the

creek/nallah

• All loose construction material shall be stored on

the paved surface and in covered condition





39. Slope Protection and Control of Soil Erosion

• The embankment slope shall be stabilized and

protected using appropriate stabilization

methods. Stone pitching is proposed to be

provided for slope stabilization on both creek

side and land side. Stone pitching is preferred

over other like bamboo splits on creek side due

to exposure to saline water and wave action.

• Embankment shall properly be compacted using

the machinery as specified in DPR

• Grass turfing of slopes on land-side shall be

done above HFL/HCL as specified in DPR

• Gabion wall is proposed to be provided in the

weak sections of embankment. These walls will

provide strength to the embankment and will

stabilize the embankment

• Rock toe will be provided in starting and end of

CD works to provide additional strength and

stability

• Geo-textile is also proposed to be laid on the

slopes prior murrum and pitching to prevent to

provide additional strength and stability

• Groynes shall be provided at curve points of the

embankment to prevent scouring of

embankment due to the wave action



40. Water Resources, Water Pollution Prevention and Control

Water Resources • Contractor shall ensure use of potable water for

every construction activity. Contractor shall

provide necessary approval regarding water-

supplying agency.

• Water shall be purchased from authorized



and SPIU/ PMC



private water tanker suppliers

• Contractor shall obtain and submit copy of

approval of tanker water supplier to KLDC

before start of supply.

• Water tanks and pipelines shall be checked for

leakage on daily basis and any leakage if

detected shall be repaired immediately

• Idle flow of water and taps shall not be allowed

and supervisors at site shall do random

inspection for the same on daily basis

• Workers shall be educated about importance of

water conservation and things they have to

follow for conserving water. Posters shall be

displayed at each water source for water

conservation and preventing wastage

• Run-off from the site collected in sedimentation

tanks shall be used at the site for water

sprinkling. Run-off from curing area also shall be

collected and shall be used for sprinkling, wheel

washing etc.

• Flow of water sprinklers shall be maintained so

as the water is sprinkled as small dots so as

consumption is less, and water pounding will be

prevented

• Curing shall be done by spraying only to

minimize water requirement. Curing shall be

done in early morning and late evening hours to

minimize evaporation loses. Cured structures

can be covered with gunny bags so as to

minimize the evaporation

41. Water pollution from • Construction debris shall be collected from the Contractor KLDC, Third Party



construction waste and wastewater from the plant site

site and shall be stored on the paved surface

under covered condition

• No construction debris shall be disposed or

allowed to be spilled in the water body

• Construction debris shall be transported to the

debris disposal site on regular basis

• All loose construction material shall be stored on

the paved surface and in covered condition

• Wastewater from the batching plant if

established shall be collected in the tank.

Supernatant water shall be re-used in batching

plant or can be used for dust suppression. Slurry

settled below can be reused in batching plant

• Vehicle service and washing shall be avoided at

the construction site. If vehicle washing if

required than washing effluent at construction

camps shall pass through grease tap to

collection tank. This water shall be used for dust

separation.

• Monitoring of the creek water shall be carried

out every Quarterly from accredited laboratory


and SPIU/ PMC

42. Water pollution due to mixing of sewage from the labour camps and toilets at plant/construction site

• Wastewater generated from toilets, washing

area and kitchen area in labour camp and toilets

at construction site shall not be discharged into

the creek/nallahs

• Bio-toilets shall be installed at the labour camp

site and construction site area. Sewage

generated will be treated within the bio-toilets

• Water from bathing and kitchen area shall be

passed through the oil and grease chamber and

shall be stored in the septic tank (soak pit is not



and SPIU/ PMC



feasible at this site due to high water table level).

This septic tank shall be a concrete tank and

shall be evacuated when filled.

43. Water pollution due to spillage of lubricants and fuel

• Oil and lubricants shall be stored on paved

surface in covered containers with oil collection

pit on one end.

• Oils shall not be stored close to creek or any

drainage channel.



and SPIU/ PMC

44. Air Pollution prevention and Control Dust pollution Emission from construction vehicles, equipment and machineries Emission from running DG sets

• Water shall be sprinkled on embankment site,

construction camp site and on haulage roads for

dust suppression

• All the construction vehicle and machinery shall

be compliant to the emission standards as per

Bharat Stage Emission Standards

• All construction vehicle/machinery shall have

valid PUC certificate

• All construction vehicle/machinery shall be

regularly serviced and maintained and the

records of the same shall be maintained at the

site by contractor

• Low Sulphur fuel shall be used for DG sets

• Stacks based as per the formula (height of the

stake 2 √kVA above DG set if kept in open otherwise above the building height if kept inside

a room) shall be provided with DG sets

• Ambient air quality shall be carried out during

construction phase every quarter from

accredited laboratory.

Contractor



and SPIU/ PMC



45. Noise Level: Noise from the vehicles, equipment and machineries

• All machinery, equipment and machinery shall

comply with the noise standards as specified by

CPCB

• All the machinery equipment shall have inbuilt

noise controlling mechanism such as silencers

and mufflers

• All the machinery, equipment and vehicles shall

be regularly serviced and maintained

• Construction activities shall only be carried out

during the day time (6:00 AM to 10:00 PM)

• Honking shall be prohibited at site

• Noise monitoring shall be carried out during

construction phase near residential areas every

month and quarterly through accredited firm



and SPIU/ PMC

46. Safety

Personal safety measures for labour and other staff at site

• All personal protective equipment shall be

provided for construction worker which includes

safety shoes, safety jacket, helmet, earplugs,

masks and goggles

• Barricading shall be provided for the

embankment with LED lighting on top. All such

barricading and signage shall comply with IRS

SP: 55 (2014) specifications.

• Steel barricading shall be provided on land side

along the habitations abutting the embankment,

i.e. Vithalwadi village and near the school.

Barricading may not be required on land side

other than this location. Bamboos fitted with

geotextile which are proposed to be provided as

stilt fence will work as barricading on creek side

in active area



and SPIU/ PMC



• The contractor will make sure that during the

construction work all relevant provisions of the

Building and Other Construction Workers

(regulation of employment and conditions of

services) Act, 1996 are adhered to. The

Contractor will comply with all the precautions as

required for ensuring the safety of the workmen

as per the country' labour regulations and

International Labour Organization (ILO)

Convention No-62 as far as those are applicable

to this contract.

• All work force shall be subjected to an

orientation program to familiarize them with work

requirements, safety practices at work, safe

distances to keep from earth moving equipment,

emergency response etc. to be adopted to

ensure their own safety and that of other

workers and public around operational areas.

• Visitors/officials to worksite are to be provided

with PPEs (such as hard hats and safety boots

& safety jackets) and shall be briefed ongoing

operations on that specific time and related

safety requirement at work site including safe

distances to keep, while at site visit.

• Contractor will ensure that each worker use the

safety vests when on construction site. He will

also ensure availability and use of PPE and

other measures specific to a task as below:

• Hard hat or helmets for all workers, supervising

staff and inspecting official/s entering work site,

plant area, and engaged in loading/unloading



operations.

• Safety shoes and goggles for all workers

employed for handling of cement, mortar,

concrete, asphalt or for those engaged in

crusher operations.

• Protective eye gear, helmets, gum boots, hand

gloves for all labour/workers at the construction

site.

• Welder’s protective eye-shields to workers who

are engaged in welding works.

• Earplugs to all workers exposed to high noise

levels.

• No smoking and other high-risk areas are to be

provided with warning signage.

• Staff will be given induction training about the

processes and risks involved during the

construction phase and the response plan to be

followed during the case of emergency.

• Work force shall be subjected only to standard

work shifts/hours. Overtime allowances shall be

paid with ceiling limits. Working beyond such

ceiling limits shall be discouraged, even if, so

desired workforce or sub-contractor.

• Safety instruction/guidelines shall be displayed

at all the sites in English and local language

• Provision of Lifeguard and rescue boat shall be

kept at site as the creek runs parallel to the

embankment and there may be accident of

falling in the creek and drowning

• Construction work shall not be carried out during

monsoon period



• Construction work shall be carried out during

day time only

• Emergency assembly area shall be designated

at the site and same shall be informed to all the

workers

• Workers shall be given training for safe

operation of the construction vehicle and

equipment

• Defensive driving training shall be provided to

drivers of construction vehicle

• Rest areas shall be provided for workers at the

construction site. No worker shall be allowed to

rest in activity area.

• Construction machinery & equipment shall be in

good conditions and shall comply with all safety

conditions

• All the lifting equipment/heavy machinery shall

be properly examined and tested prior usage. All

relevant information shall be known by safety

officer about the load, method of slinging and

attachment points. Heavy lifting machinery shall

be managed as per heavy lifting machinery

management plan

• Gas cylinder if used for the welding works at the

site then cylinders shall be kept upright and shall

be provided with flash back arrestor. Domestic

LPG cylinders shall not be used at site for

welding and other works. Person operating the

gas cylinder shall be provided with PPE

including gloves, goggles and helmet with the

face shields



• Fire safety measures including buckets filled

with sand and fire extinguishers shall be

provided at the construction camp site, labour

camp site and active construction work area

Risk from electrical equipment

• No open or damaged electrical wires shall be

present at the site. Electrical cables shall be run

in extra plastic conduits

• Install Earth Leakage Circuit Breakers (ELCB) in

all circuits to protect the operators from electrical

hazards

• Keep the main switch box in good condition,

protected from the weather. Install an


• Provide good earth or ground connection for all

installations

• Adequate lighting shall be provided for

illumination at site

First aid • First aid-trained personnel shall be available at

site. Tie up with the nearby hospital shall be

made so as emergency can be handled. First

aid facilities shall be developed as per the

Schedule V of BOCWR (Building & Other

Construction Workers Rules)

• A first aid kit shall be provided at the

construction and labour camp site

• A motorized four-wheeler shall be available at

the site to take the injured or sick person to the

nearby hospital

• Hospitals near to the site shall be identified and

tie-ups shall be made with hospitals

• Presence of snakes is confirmed by local people



in the area. First aid kit also shall carry the

bandages and tourniquet for managing the

snake bite. First aider shall be trained in using

the tourniquet. Anti-venoms can be purchased

and kept with the hospitals identified so as they

can be used in case of emergency.

Signages and hoardings • Effective Safety caution and signage boards

shall be placed at active site in English and local

language

• An information board detailing the name of

project, length of embankment, duration of work,

risks involved and contact persons and

Grievance Redress Mechanism (GRM) shall be

provided at both the ends of the embankment.

47. Contractors Demobilization: Clean-up operations, restoration and Renovation

• At the time of completion of construction,

contractor shall submit demobilization plan

• Clean up and restoration works shall be taken

up by the contractor immediately after

completion of construction

• All the machinery, equipment and vehicle shall

be removed from the site

• All the waste from the camp site, plant site and

construction site shall be removed and disposed

as per the debris management plan given in this

table

• All the temporary structures like the labour

hutment, material storage sheds, rest areas,

fencing etc shall be dismantled and the material

shall be removed from the site

• Sites shall be restored back to the original

condition and shall be handed over to the land



and SPIU/ PMC



owner

• A satisfactory statement shall be obtained from

the land owner by contractor and shall be

submitted to KLDC

• Septic tanks if any developed shall be

dismantled and the pits shall be refilled

• Approval shall be obtained from KLDC for

effective restoration of the site and completion of

demobilization activities.

Operation and Maintenance 48. Monitoring and

Maintenance • KLDC should monitor and maintain the integrity

of embankment, stability of slope and pitching,

condition of the CD works and condition of the

drains

• KLDC should also monitor the compensatory

afforestation carried out in lieu of the tree cut

and ensure survivability rate of at least 70%.

KLDC KLDC



8.4. Consolidated Environmental Management Plan

"Based on the EIA studies conducted and the EMP recommended in this report,

following consolidated EMP has been approved by World Bank for the timely compliance

and monitoring of the project during its construction phase. The consolidated

Envirionmental Management Plan is given in Table 8.2.



Table 8.2 : Consolidated Environmental Management Plan for Saline Embankment-Narvel- Banavale

S.No. Activity/Aspect Measures to be implemented by the Contractor

1. Work Program and Planning

The Contractor’s Project Manager shall be responsible for implementation of EMP and will coordinate the over -all implementation of the said plan. As part of the revised Work Program, within 14 days of delivery of the Letter of Acceptance, the Contractor shall submit an EHSM plan, including method statement and timeline about specific actions that will be taken by Contractor to implement the provisions laid out in the EMP.

2. Appointment of

Environment and Safety Officer

The Contractor shall designate and mobilize the qualified Environment and Safety officer for effective implementation of EMP and ensuring safe operations during construction stage within 30 days from signing the Letter of Acceptance.

3. Joint Verification a. Videography (not using a phone) shall be carried out clearly showing the site conditions and the state of mangroves/ other vegetation within 15 days from signing of the Contract. SPIU and KLDC staff will remain present during this exercise.

b. The Contractor will also submit geo-referenced and digitally date stamped still photographs taken at every 50 meters to SPIU, KLDC and Forest Department clearly showing the chainage and site conditions, including the state of mangroves and other vegetation within 15 days from signing of the Contract.

c. A joint survey with KLDC shall be carried out to demarcate the toe lines on the either side of the embankment with suitable markers to delineate the proposed outer limits of construction.

d. Identification and marking of utilities that are likely to be impacted such as electric poles, trees to be cut, access, Common Property Resources and other utilities to be shifted or re-built shall be done.

e. Once this is done, the Contractor shall submit a request to Kharland Development Circle (KLDC) for a detailed joint site wherein KLDC, SPIU and Mangrove Cell, Forest Department will participate.

f. Based on the regulatory conditions, land availability and any suggestions/recommendations made during the joint visit/s, the proposed alignment/design will be adjusted to minimize adverse impacts on environment and people.

g. The Contractor shall record all findings/proceedings and decisions made. A



comprehensive report incorporating all aspects (including land and mangroves) will be jointly signed by the Contractor, KLDC and SPIU. A copy of the same shall be submitted to the Forest Department, Govt. of Maharashtra.

4. Obtaining requisite regulatory

permissions and

clearances prior to

start of work as applicable

a. The Contractor, including the Environment and Social Officer and all other key staff should be well informed about requirements of local laws, regulations, and rules in force in State of Maharashtra. This includes applicable environmental laws and regulations, labour laws and safety requirements.

b. Contractor shall obtain permission for cutting of trees, in line with state government rules and norms.

c. Contractor will obtain Consent to Establish and Consent to Operate for setting up of DG sets, Batching Plant (RMC), etc. as required from Maharashtra State Pollution Control Board (MPCB).

d. Contractor should obtain environmental clearance from State or District Environmental Impact Assessment Authority (SEIAA/DEIAA) as the case new borrow areas are identified and opened.

5. Shifting of Utilities a. Contractor based on the joint verification exercise will ensure that the necessary permissions are obtained from concerned departments, including for electrical poles that require shifting for the works under this contract.

b. Contractor shall continue to coordinate with respective departments, as needed during the utility shifting process to avoid unwarranted delays and issue during execution of works.

6. Access to public and private properties

Contractor shall ensure that temporary access to public and private properties are provided during the construction of the embankment and that these are permanently restored after the work in that section is over.

7.

Protection of Mangroves

a. Contractor shall take approval of the concerned Engineer before site clearance to start the construction work.

b. Contractor shall not disturb or cut any mangroves during construction. All mangroves shall be preserved, and the Contractor shall abide by the NOC and conditions of the Forest Department.

c. As required, the Contractor shall propose modifications in design to suit site conditions to the Engineer.

8. Protection of trees and a. Contractor shall take all precautions needed to preserve the trees. All efforts shall be



vegetation made to prevent damage to trees other than those identified for cutting.

b. Contractor shall identify the number of trees that need to be cut through a joint verification with the KLDC. If any tree needs to be cut, necessary prior permission shall be obtained.

c. Contractor shall undertake tree cutting as per the written instructions of the Engineer and only after obtaining permission from Forest Department or appropriate authority.

9. Construction plan and communication with

community

a. Contractor shall develop time bound construction schedule and submit it to Executive Engineer Kharland Development Circle (KLDC) at least 15 days prior to start of construction work

b. Contractor and Kharland Development Circle (KLDC) shall install a project information board at the start and end of the project site showing name of work, project cost, duration, date of commencement, proposed date of completion, details of grievance redressal mechanism along with contact details of key officials/personnel.

c. Information campaigns shall be planned/designed and implemented in line with provisions made in the price schedule.

10. Setting up construction camp construction camp, or material

storage area,

Batching Plants etc., operational safety,

sanitation, drinking water supply,

a. Contractor shall identify the site/s for setting up material storage area, construction camp, plant and shall notify the Engineer for required approval.

b. Any plant or construction camp site and/or construction material storage site shall be sited at a min. distance of 150 m from water body and 500 m from residential area or any sensitive location like school or hospital. The plant/s shall be located in downwind direction of any residential area.

c. Available barren land shall preferably be used for the establishment of camp/plant site.

d. If usage of this land is not possible then the private land which is currently not being cultivated can be used for the establishment of the plant site with the consent of the land owner.

e. Site shall be marked on the map and the layout of such sites along with the photographs shall be submitted to Kharland Development Circle (KLDC) prior to setting up any such facility to obtain prior written approval.

f. These sites shall be fenced preferably with the sheets so as to minimize the exposure of the public to the dust

g. Establishment and operation of these plants shall be initiated only after obtaining consent to establish and consent to operate from MPCB by the Contractor.

h. Contractor shall ensure all measures for dust control (like sprinkling of water) and



prevention of water, soil (preventing flow of contaminated water from camp) and noise pollution shall be taken up.

i. Speed limits at site shall be maintained between 15-20 km/hr.

j. Contractor shall ensure parking of vehicles or installation of machineries shall not block the access or public utilities in the project area.

k. Adequate Bio-toilets (for male and for female) shall be provided at construction camp, storage areas and operational areas.

l. The bio toilet must have provision of at least 1000 litres overhead water storage. It shall be well maintained and in usable condition at all the times. It shall be regularly cleaned, and overhead tank replenished as per requirement. Work force shall be oriented to use mobile toilets. No open urination/defecation shall be allowed.

m. Clean and cool drinking water facility shall be available for workers at site.

n. Loose construction materials and waste storage area shall be covered properly.

o. Fuel/Lube Oil shall be stored on concreted floor with spillages and leak collection pits.

p. Oil interceptor shall be provided in vehicle cleaning areas

q. Contractor shall ensure all construction vehicle shall comply with traffic rules and carry PUC certificate.

r. Contractor shall ensure First Aid Kits at the camp in case of any emergency.

s. Contractor shall ensure provision of Fire extinguishers in the fuel storage/ camps.

t. Provision of sprinklers for dust suppression shall be made.

u. Contractor shall ensure regular inspection to confirm fitness of these plants and following points shall be verified during the visit:

o All plants are working in good working condition o Dust pollution control measures are being taken up as per the consent orders

o Noise monitoring shall be taken up to ensure prevention of noise pollution

o Contractor shall ensure Workers safety by providing and use of necessary PPEs

o Contractor shall ensure the maintenance of record including Log book of operation of the plants

o Implementation of all provisions of EMP.

v. Contractor shall ensure that these plant sites are restored back to the original condition after completion of the construction works.



w. Contractor shall ensure all wastes and machinery shall be removed from the site after completion of works. Site shall be made clean and free from any temporary structure.

x. Contractor shall ensure renovation of the site as per the provision of the contract and by providing of a vegetation cover in form of grass and small herbs or as per owner satisfaction.

11. Sourcing of earth and

Borrow Area

Management

a. KLDC shall ensure the proposed borrow areas identified for project works have

permission from the appropriate authority including Environmental Clearance (DEIAA/ SEIAA).

b. KLDC had identified tentative borrow areas at a distance of 18 km i.e. in village Bandhan

and Village Tudal, Mapgaon Gram Panchayat, Alibag Taluk and District Raigad which shall be considered for used.

c. Contractor shall get approval of Kharland Development Circle (KLDC) prior to opening

and closure of every borrow area. Kharland and TPQA shall approve the borrow areas in accordance to the IRC recommended practice for borrow pits (IRC 10: 1961)

d. Contractor shall develop borrow area plan indicating the location and area of the

identified borrow area along with the consent order of land owner, photographs of the area and geographical coordinates of the corners of the borrow areas

e. Finalization of borrow areas for earth and all logistic arrangements as well as compliance

to environmental requirements, as applicable shall be the sole responsibility of the Contractor.


a. Contractor shall identify the potential borrow areas and take permission from Executive Engineer before operating any borrow areas.

b. The Contractor shall not start borrowing earth from selected borrow area until the mutual agreement is signed between landowner and Contractor. Copy of the document shall be submitted to Executive Engineer.

c. The Contractor in addition to the established practices, rules and regulation will also consider following criteria before finalizing the locations.

o The borrow area should not be located in agriculture field unless unavoidable i.e.

barren land is not available.



o The borrow pits should not be located along the roads.

o The loss of productive and agricultural land should be minimum.

o The loss of vegetation is almost nil or minimum. o The Contractor will ensure the

availability of suitable earth. The Contractor shall obtain representative samples from

each of the identified borrow areas and have these tested at the site laboratory

following a testing program as approved by the concerned Engineer. It shall be ensured

that the fill material compacted to the required density.

o Planning of haul roads for accessing borrows areas shall be undertaken during this

stage. The haul roads shall be routed to avoid agricultural areas as well as forest areas

as far as possible and shall use the existing village roads wherever possible.

d. Contractor shall not be permitted to borrow areas in forest areas

e. Earth material should be taken from barren land or selected borrow area during lean

period as per IS Code 1498 after taking approval from Executive Engineer.

f. Borrow areas should be dug as per IS code: 4701 and prior approval from the competent authorities must be taken before execution and mutual agreement with the land owners

should be taken by the contractor and ensure the borrow areas should not have any environmental issues like water logging etc.

g. Borrow pits should be drained to avoid stagnation of water and the bottom should be levelled properly / bottom level of borrow pits should be fixed with reference to the

prevailing ground slope towards the nearest natural drainage course.

h. No borrow pits shall be dug within 5m of the toe of the embankment, if the depth of the borrow pit is less than 0.5m it shall be after 5m of the toe of the embankment and if the pit

depth shall be more than 0.5m it shall be 10m of the toe of the embankment or within such a distance from the toe of the bank where a 4:1 hydraulic gradient line cuts the ground surface, which ever more.

i. Borrow pits shall be drained to avoid stagnation of water and the bottom should be

levelled properly / bottom level of borrow pits should be fixed with reference to the prevailing ground slope towards the nearest natural drain based on the site conditions

j. Borrow areas shall be strictly outside CRZ areas

k. Precautions to be taken up if Private Lands are used:



l. If waste land is not available, then soil from the agriculture fields can be taken with the

consent of the land owners.

m. An agreement shall be formed with land owner indicating the area to be borrowed, the quantity of earth to be excavated, time for borrowing, restoration works and the cost to be

paid to land owner in local language. Borrow areas shall not be constructed near the road side.

n. Contractor shall ensure that borrow area shall be planned so as to minimize the

vegetation loss, no tree cutting is required and shall not be located close to roads (up to 50 m).


o. Top soil from the borrow area shall be removed up to depth of 15 cm and shall be preserved under covered condition. This soil shall be spread on the borrow area during closure. A 15cm topsoil will be stripped off from the borrow pit and this will be stored in

stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal).

p. Restoration of the Borrow pits shall be done as per the EC conditions and in case of

private lands it shall be as per willing of the land owner i.e. conversion to aquaculture farms/ farm ponds etc. as per the site conditions.

q. Contractor shall keep records of all the borrow earth and TPQA shall check and verify all

the sources and approvals time to time and if any issues arises it shall be brought to the notice of SPIU

r. The Contractor will keep record of photographs of various stages i.e. before using

materials form the location (preproject), for the period borrowing activities (Construction Phase) and after renovation (post development), to ascertain the pre and post borrowing status of the area.

12. Sourcing of Other

Construction Material

a. Contractor shall ensure all materials used in construction of embankment shall be

purchased from approved quarry suggested by Kharland Development Circle (KLDC).

b. A joint visit may be made by environmental expert of the contractor, Executive Engineer

Kharland Development Circle (KLDC) to verify the quality and suitability of material, environmental approvals and environment management measures at the quarry site.

c. A preliminary survey has been carried out by the Executive



d. Engineer and identified the quarry and is provided in DPR

e. If extraction shall be done, prioritize sites already permitted by the Mining or concerned department,

f. Contractor shall purchase materials and finalize vendors who have valid permissions.

g. If other sites are necessary and the contractor want to use, let the contractor obtain necessary permission from the concerned regulatory authority and inform Executive

Engineer.

13. Arrangement for construction water

Contractor shall ensure use of potable water for every construction activity. Contractor shall obtained necessary approval regarding water supplying agency.

14. Debris disposal management and setting up debris

disposal site

a. Construction and Demolition wastes need to be disposed in accordance to Construction and Demolition Waste Management Rules, 2016, municipal waste should be managed as per the Solid Waste Management Rules, 2016 and hazardous waste shall be managed

as per the Hazardous and Other Waste Management Rules, 2016

b. A site must be identified by the contractor prior start of construction for disposal of the above-mentioned waste material. This site shall be located minimum 150 m distance from

water body and 500 m from a residential area. This site should be selected only at landward side of embankment.

c. Muck generated from stripping shall be used for construction of the ring bunds after

obtaining consent from the KLDC engineer. Thus, clearance of vegetation followed stripping of the soil should be the first activity to be carried out for the proposed project.

d. The site for waste disposal shall be approved by the Executive Engineer of Kharland Development Circle (KLDC)

e. Contractor shall submit the location, area and photographs of the proposed site to the Kharland Development Circle (KLDC) at least 15 days in advance for their acceptance of the site.

f. Contractor will ensure that the debris are collected and transported to the pre-designated and approved debris disposal site. Records of debris generated and transported should be maintained by contractor.

g. All the waste shall be segregated into recyclable and nonrecyclable waste. Recyclable waste should be sold to authorized vendors and non-recyclable waste should be



disposed off through local agencies in the area

h. Compostable fraction of the municipal waste to be generated from the labour camps

should be pit composted.

i. Hazardous waste should be stored in isolated location in HDPE container only and

should be disposed off through authorized vendors.

15. Hiring of the Construction Labour

a. Contractor shall employ local people preferably for carrying out the construction works of embankment

b. If the local labour is not available, then contractor shall obtain a letter from the panchayat officials in this regard and then only can hire labour from outside

c. No child labour shall be allowed at the site.

16. Setting up of Labour Camp Site

a. Labour camps shall not be established on agriculture land, vegetated and planted land

area and shall be set up at least at a minimum distance of 250 m from water body. Approval shall be obtained from Gram Panchayat prior setting up such camp.

b. The location, layout and basic facility provisions of the labour camp and photographs of the location will be submitted to Kharland Development Circle (KLDC) for prior approval

before establishing it. Contractor will comply with the relevant provisions of Building and other Construction Workers (Regulation of Employment and Conditions of Services) Act 1996.

c. The contractor will provide and maintain well ventilated living accommodation and

ancillary facilities for workers in functional and hygiene manner.

d. Minimum Basic facility like fans, first aid, rest area, sanitation facility & dustbins, fire-

safety measures, cooking area, bathing area and washing area shall be provided in the camps. Open urination/defecation shall be strictly prohibited. Mobile toilets as per requirement with anaerobic digestion facility shall be provided by contractor. Contractor shall make arrangement with local municipal extractor for disposal of night soil.

e. Provision of supplying clean and cool drinking water shall be made at labour camp, construction camp and work sits for workers. A mobile drinking water counter/kiosk with minimum 300 litter capacity and two taps with bottom tank to collect waste water will be

made close to worksite.

f. Provision of LPG shall be made for cooking. Use of wood as fuel shall be prohibited.



g. Once labour camp is demobilized then site shall be restored to original condition

h. The domestic waste shall be segregated at site into recyclable and non-recyclable materials. Recyclable material shall be sold to recyclers and non-recyclable material shall be send for disposal through the local bodies

i. The contractor shall take necessary HIV/AIDs prevention awareness measures will be taken at labour camps by the contractor including provision of contraceptives. Every quarter, HIV/AIDs awareness program shall be organized by EHS officer of the

contractor. Contractor will prohibit contractor for use of any explosive, destruction of trees or disposing of waste to any water bodies or nearby open lands. Contractor will be responsible for the action of his employees.

j. Regular Inspection shall be carried out by the EHS Officer of the contractor and executive

engineer of Kharland Development Circle (KLDC) to ensure availability of minimum facilities at the camp and sanitation level at the camp. Status report shall form part of quarterly report from Kharland Development Circle (KLDC) to SPIU.

k. Daily attendance shall be taken at worker camp by contractor.

l. A crèche facility shall be provided for the children of worker if the female and male contracted labour are more than 50.

m. Mosquito net shall be provided to workers.

n. First Aid Facilities and periodic health checkup facilities for workers shall be provided.

o. Daily cleaning and sweeping of camp and worker accommodation will be ensured.

p. Labour insurance and labour permit shall be obtained by the contractor and readily

available.

q. Fire extinguisher shall be made available at the camp site.

r. Electrical safety at the camp site will be maintained as per applicable regulations

17. Scheduling

Construction Works

a. Construction works must not be taken up on rainy days.

b. Construction activity shall not be undertaken during night time.

c. A schedule of construction (activity wise) along with time line shall be submitted by the contractor prior to start of work to the Kharland Development Circle (KLDC) and shall

carry out work according to the schedule submitted.



18 Site Clearance Works

Site Clearance and

Grubbing a. Vegetation (bushes, weeds etc.) at the site shall be removed in presence of EHS Officer

of Contractor and Kharland Development Circle (KLDC)

b. No other flora shall be harmed other than identified and marked vegetation and trees

c. No mangrove shall be removed during the clearing and grubbing process.

d. Debris shall be collected and shall be disposed off at the debris disposal site

e. Top material of the embankment shall be stripped off to the suitable depth as per the

requirement given in DPR prior carrying out strengthening works

Generation of debris

from dismantling

structures

a. Quantity and source of debris to be generated due to dismantling shall be documented.

b. Record of debris generated and transported shall be maintained by contractor.

19. Stripping, Stocking and Preservation of Top Soil

a. Embankment is constructed by layering various grades of soil so top layer of existing embankment soil may not be fertile and may also be bit saline so may not be used for plantation later so this should be disposed off to the debris disposal site

b. Top soil to be preserved will include top soil from the sites to be used as construction

camps, labour camps, debris disposal site & borrow areas

c. Before beginning the construction of embankments, the surface area of ground

additionally to be occupied (on field side) shall be cleared of all roots and vegetable matter and stripped to a suitable depth as per IS: 4701 - 1982

(i)Depth of stripping 5.0 to 7.5 cm for soil containing light grass cover

(ii) Depth upto to bottom of ploughed zone usually 15.0 to 22.5 cm in agricultural land.

d. Top soil may be preserved and reused in turfing activities if possible, in borrow areas (if any), bunds or if excess shall be distributed to farmers for using in the agricultural lands

e. Project activities shall be carried out during lean period and non- monsoon period for

minimizing loss.

f. Top soil should be stockpiled at the site and should be kept covered with tarpaulin cover.

Stockpile will be designed such that the slope does not exceed 1:2 (vertical to horizontal), and height of the pile is restricted to 2 m.

20. Soil Quality a. Fuel and Lube Oil shall be stored on paved surface only and the storage area shall have



containment for collection of spilled oil. Oil spill kits shall be available to manage the oil spill.

b. Well maintained vehicles shall be used for transportation of construction material.

c. Silt fencing shall be provided to prevent washing away of the embankment and entering

of soil from embankment to creek during construction phase

d. Municipal solid waste and debris shall be collected and disposed in environmental sound manner.

e. Stone pitching shall be provided on both the sides of embankment to prevent erosion of the embankment

f. Longitudinal drains and drains near the toe shall be provided to drain the water from

embankment and prevent washing off of the embankment.

21. Haulage Road a. Contractor will ensure that all construction vehicle use only the designate haulage road

and no other route should be followed.

b. Route markers shall be used for marking the haulage route.

c. Haulage road shall be restored to original condition if any damage has happened.

d. Water sprinkling shall be done to suppress the dust emission from the haulage roads.

22. Operation and

Management of the

Construction Vehicle and Machinery

a. All the construction vehicles and machinery shall meet the prescribed exhaust standards

(Bharat stage emission standards)

b. Well maintained vehicles shall be used for transportation of construction material.

c. Weekly inspection shall be carried out by EHS Officer of contractor to confirm fitness of these vehicle and machinery and following points shall be verified during the visit

o PUC certificates vehicle.


o A log book will be maintained documenting all fuelling and maintenance events

(date, time, location, condition of site, weather conditions, amount of fuel on maintenance event, issues.

23. Transportation of a. Loose/fine materials shall be properly covered with tarpaulin sheet during transportation.



construction material to

the site b. Transportation vehicles shall have valid PUC certificate

c. Transportation vehicle shall strictly follow the speed limits prescribed by respective authority.

d. Transportation vehicle shall be properly serviced and maintained

e. Transportation vehicle shall no way block the villager’s access.

24. Cross Drainage works a. Adequacy of cross drainage shall be ensured during construction phase.

b. Arrangement shall be made for prevention of flow of creek water to agriculture field during cross drainage construction works. Ring bunds are proposed to be constructed for

preventing the flow of sea water to the landward side

c. CD work construction shall not be undertaken during rainy days. Ring bund in any case should be dismantled prior onset of monsoon even if construction of CD work is not

completed. New ring bund shall be constructed avoiding rainy days during monsoon prior to resuming construction of CD works, if any is left.

d. The Contractor will ensure that construction debris, waste and construction material shall

not be disposed or allowed to get spilled to creek or drainage channel so as not to block the flow of water of any watercourse/cross drainage channels.

25. Siltation of Water

Bodies a. A silt fence shall be provided at the base of the embankment, continuously along the

creek side, as needed on the landward side and around the stockpiles prior to start of construction work. The coco log silt fencing shall be generally retained even after the works are over except in small lengths if so directed by the Engineer-in-charge.

b. Contractor shall not dispose or allow disposal/spillage of earth or any other construction

material or debris into the creek/nallah.

26.

Slope Protection and

Control of Soil Erosion

a. The embankment slope shall be stabilized and protected using appropriate stabilization

methods. Stone pitching is proposed to be provided for slope stabilization on both creek side and land side.

b. Embankment shall properly be compacted using the machinery as specified in DPR

c. Gabion wall is proposed to be provided at sections having mangroves presence close to the embankment or where bund is eroded as indicated in the strip maps.

d. Geo-textile is also proposed to be laid on the slopes prior murrum and pitching to prevent

to provide additional strength and stability.



27. Water Resources, Water Pollution Prevention and Control

Water Resources a. Water shall be purchased from authorized private water tanker suppliers

b. Contractor shall obtain and submit copy of approval of tanker water supplier to Kharland

Development Circle (KLDC) before start of water supply.

c. Water tanks and pipelines shall be checked for leakage on daily basis and any leakage if leakage detected should be repaired immediately

d. Idle flow of water and taps shall not be allowed and supervisors at site should do random

inspection for the same on daily basis

e. Posters shall be displayed at each water source for water conservation and preventing

wastage

f. Flow of water sprinklers shall be maintained so as the water is sprinkled as small dots so as consumption is less, and water pounding will be prevented

g. Curing shall be done by spraying only to minimize water requirement. Curing shall be done in early morning and late evening hours to minimize evaporation loses. Cured structures can be covered with gunny bags so as to minimize the evaporation

Water pollution from

construction waste

and wastewater from

the plant site

a. Construction debris shall be collected from the site and shall be temporarily stored and disposed of all pre-approved waste disposal plan.

b. No construction debris shall be disposed or allowed to be spilled in the water body

c. Vehicle service and washing shall be avoided at the construction site. If vehicle washing if required than washing effluent at construction camps shall pass through grease tap to

collection tank and disposed in environmentally sound manner.

Water pollution due to

mixing of sewage from

the labour

camps and toilets at

plant/construction

site

a. Wastewater management plan shall be prepared by the contractor. Wastewater generated from toilets, washing area and kitchen area in labour camp and toilets at

construction site shall not be discharged into the creek/nallahs.

b. Bio-toilets shall be installed at the labour camp site and construction site area. Water from bathing and kitchen area shall be passed through the oil and grease chamber and

disposed as per norms.

Water pollution due to

spillage of lubricants a. Oil and lubricants shall be stored on paved surface in covered containers with oil

collection pit.



and fuel b. Fuel/Lube Oils shall not be stored close to creek or any drainage channel.

28 Air Pollution prevention

and Control a. Water shall be sprinkled on embankment site, construction camp site and on haulage

roads for dust suppression.

b. All the construction vehicle and machinery shall be compliant to the emission standards.

c. All construction vehicle/machinery shall have valid PUC certificate

d. All construction vehicle/machinery shall be regularly serviced and maintained and the

records of the same shall be maintained by contractor.

e. Stacks based as per the formula (height of the stake 0.2 √kVA above DG set if kept in open otherwise above the building height if kept inside a room) shall be provided with DG sets

f. Ambient air quality monitoring shall be carried out as per Environmental Monitoring Plan

during construction phase through accredited laboratory.

29. Noise from vehicles, equipment and

machineries

a. All equipment and machinery shall comply with the noise standards as specified by CPCB.

b. All the machinery and equipment shall have inbuilt noise controlling mechanism such as acoustic enclosure/silencers/mufflers, etc

c. All the machinery, equipment and vehicles shall be regularly serviced and maintained

d. Construction activities shall only be carried out during the daytime.

e. Honking shall be prohibited at site

f. Ambient noise monitoring shall be carried out as per Environmental Monitoring Plan during construction phase through accredited laboratory.

30 Safety

Personal safety measures for labour and other staff at site

a. All personal protective equipment shall be provided for construction workers which

includes safety shoes, safety jacket, helmet, earplugs, masks and goggles

b. Embankment construction site shall be properly barricaded. Steel barricading shall be provided on land side for length of 250 from 0 chainage near the habitat. After this

barricading may not be required on land side. Bamboos fitted with geotextile may be provided as barricading on creek side in active area.

c. The contractor will make sure that during the construction work all relevant provisions of



the Building and Other Construction Workers (regulation of employment and conditions of services) Act, 1996 are adhered to. The Contractor will comply with all the precautions as

required for ensuring the safety of the workmen as per the country' labour regulations.

d. All work force shall be subjected to an orientation program to familiarize them with work requirements, safety practices at work, safe distances to keep from earth moving

equipment, emergency response etc. to be adopted to ensure their own safety and that of other workers and public around operational areas.

e. Visitors/officials to worksite are to be provided with Personal Protective Equipment

(PPEs) (such as hard hats and safety boots & safety jackets) and shall be briefed ongoing operations on that specific time and related safety requirement at work site including safe distances to keep, while at site visit.

f. Contractor will ensure that each worker use the safety vests when on construction site.

Contractor will also ensure availability and use of PPE and other measures specific to a task as below:

g. Hard hat or helmets for all workers, supervising staff and inspecting official/s entering

work site, plant area, and engaged in loading/unloading operations.

h. Safety shoes and goggles for all workers employed for handling of cement, concrete, etc..

i. Protective eye gear, helmets, gum boots, hand gloves as applicable for all labour/workers

at the construction site.

j. Welder’s protective eye-shields to workers who are engaged in welding works (if any).

k. Earplugs to all workers exposed to high noise levels.

l. No smoking and other high-risk areas are to be provided with warning signage.

m. Staff will be given induction training and tool box talk about the processes and risks involved during the construction phase and the response plan to be followed during the case of emergency.

n. Work force shall be subjected only to standard work shifts/hours. Overtime allowances

shall be paid with ceiling limits. Working beyond such ceiling limits shall be discouraged, even if, so desired workforce or subcontractor.

o. Safety instruction/guidelines shall be displayed at all the sites in English and local

language

p. Provision of Lifeguard and rescue boat shall be kept at site as the creek runs parallel to



the embankment and there may be accident of falling in the creek and drowning

q. Emergency assembly area shall be designated at the site and same shall be informed to

all the workers

r. Workers shall be given regular training for safe operation of the construction vehicle and

equipment

s. Defensive driving training shall be provided to drivers of construction vehicle

t. Rest areas shall be provided for workers at the construction site. All the lifting

equipment/heavy machinery shall be properly examined and tested prior usage. All relevant information shall be known by safety officer about the load, method of slinging and attachment points.

u. Gas cylinder if used for the welding works at the site then cylinders shall be kept upright

and shall be provided with flash back arrestor. Domestic LPG cylinders shall not be used at site for welding and other works. Person operating the gas cylinder shall be provided with PPE including gloves, goggles and helmet with the face shields

v. Fire safety measures including buckets filled with sand and fire extinguishers shall be provided at the construction camp site, labour camp site and active construction work area.

Risk from electrical equipment

a. No open or damaged electrical wires shall be present at the site. Electrical cables shall be laid into the ground in shockproof material or taken over head. Cables shall be run in

extra plastic conduits

b. Install Earth Leakage Circuit Breakers (ELCB) in all circuits to protect the operators from electrical hazards

c. Keep the main switch box in good condition, protected from the weather. Install an


d. Provide good earth or ground connection for all installations

e. Adequate lighting shall be provided for illumination at site

f. All three phase Electrical Panels and electrical motors, DG set, etc shall be double

earthed and provided danger signage with bone and skull.

First aid a. First aid trained personnel shall be available at site plant and camp site. Tie up with the nearby hospital shall be made so as emergency can be handled. First aid facilities shall



be developed as per the Schedule V of BOCWR (Building & Other Construction Workers Rules)

b. A first aid facility with snake bite kit with tourniquet shall be provided at the construction and labour camp sites.

c. A motorized four-wheeler shall be available at the site to take the injured or sick person to

the nearby hospital.

d. Hospitals near to the site shall be identified and tie-ups shall be made to deal with an

emergency.

e. Sensor based electronic snake repellents shall be installed at the labour accommodation and camp site. Snake repellent (non-toxic) may be sprayed around active works sites.

Signage and hoardings

a. Adequate in numbers and Effective Safety caution and signage boards shall be placed at active site in English and local language.

b. An information board detailing the name of project, length of embankment, duration of

work, risks involved and contact persons and Grievance Redress Mechanism (GRM) shall be provided at both the ends of the embankment

31 Clean-up operations, restoration and

renovation

a. Contractor shall submit demobilization and restoration plan to be implemented after

completion of construction works.

b. All work sites and areas under temporary use (including construction and labour camps,

plant sites, haul roads and borrow areas) shall be restored/ rehabilitated to a better condition (if not at least to its original condition) and to the satisfaction of the Engineer and land owner upon completion of construction work by the Contractor.

c. Clean up and restoration works shall be taken up by the contractor immediately after

completion of construction.

d. All the machinery, equipment and vehicle shall be removed from the site.

e. All the waste from the camp site, plant site and construction site shall be removed and disposed as per the debris management plan given in this table

f. All the temporary structures like the labour hutment, material storage sheds, rest areas,

ring bund, fencing etc. shall be dismantled and the materials shall be removed from the site

g. Borrow areas shall be rehabilitated and shall be handed over to the land owner.



h. A NOC shall be obtained from the land owner by contractor and shall be submitted to

Kharland Development Circle (KLDC)

i. Septic tanks if any developed shall be dismantled and the pits shall be refilled

j. Approval shall be obtained from Kharland Development Circle (KLDC) for effective

restoration of the site and completion of demobilization activities.

32 Chance finds and

Archaeological/ Heritage Value

No ASI sites are near to the proposed project site, however for chance finds during construction, the following shall apply:

a. Any fossils, coins, articles of value of antiquity, structures and other remains or archaeological interest discovered on the site shall be the property of the Government and shall be dealt with as per provisions of the Ancient Monuments, Archaeological Sites

and Remains Act, 1958 and other applicable rules/regulations.

b. The Contractor will take reasonable precautions to prevent his workmen or any other persons from removing and damaging any such article or thing. The contractor will,

immediately upon discovery thereof and before removal inform the Employer and the Environmental Specialist of PMU of such discovery and carry out the Engineer’s instructions for dealing with the same, waiting which all work shall be stopped. The Employer/Engineer will seek direction from the State Archaeological Survey of India (ASI)

Circle before instructing the Contractor to recommence the work in the site.

33 Reporting The required documentation related guidance and aspects for monthly reporting are described in EMP. The Contractor needs to ensure that these reports are submitted within five days of each calendar month, starting right after the Contract has been signed.

34 Liabilities Any liability arising out of Contractor’s agreement with landowners/local people/gram panchayat (including those related to temporary use of land, water extraction and disposal of debris) shall be the sole responsibility of the Contractor. Any such claim shall be settled by the

Contractor.



8.5. Environmental Monitoring Plan

Environmental monitoring should be conducted for the key indicators which are likely to

be affected during construction & operation stage of the project and is given in Table

8.2. Formats for the air and noise monitoring are attached as Annexure 8.2.

Table 8.3 : Environment Monitoring Plan

S. No.

Key Indicator

s

Location of

Monitoring

Frequency of

Monitoring/

Observations

Parameters to be

monitored/Observed

Responsibility

Unit Rate

Tentative

Cost

Construction Phase 1. Air Quality Construct

ion sites Once in a Quarter

from accredited

Lab-2 samples

PM10, PM2.5, SO2, NO2, CO

EHS officer of Contractor

5000/sample

40,000

2. Noise levels

Construction sites

Once in Quarter

from accredited

Lab-1 sample

Day time & Night time levels


2500/sample

10,000

3. Creek Water Quality

Creek along the Embankment

once in Quarter

from accredited

Lab-1 sample

pH, Salinity, BOD, COD, TSS


5000/sample

20,000

4. Drinking Water

Drinking Water for labour

once in Quarter

from accredited

Lab-1 sample

As per IS:10500


5000/sample

20,000

5. Occupational health & Safety

Construction sites, material storage sites

Daily Availability and use of Barricades, Use of PPE by workers, Availability of firefighting equipment, analysis of incidents/accidents if any


Lumpsum

10,000



6. Community Issues

Project area

Monthly Analysis and action taken for issues raised by community time to time.


7. Solid Waste Disposal

Construction sites, labour camps, site office & Storage Yards

Monthly Compliance to EMP requirements with regard to storage, transportation & disposal of Debris, excess earth and other waste.


8. Construction vehicles

Construction sites and material storage sites

Monthly Availability of Safety kit, first aid kit, maintenance &service records, DL (driving license), PUC, drivers training records, driver awareness


9. Sanitation Construction sites, labour camps, site office & Storage Yards

Monthly Condition of toilets, availability of water in toilets, provision of septic tank, availability of clean drinking water


10. Labour camp

Labour camp-Conditions of facilities- Hygiene and sanitation

Monthly Compliance to EMP requirements regarding Hygiene and Sanitation at labour camps (clean fuel, toilets, septic tanks, ventilation, illumination, storm water drainage)


11. Constructi Construct Monthly Availability of EHS officer of



on Camps -Fuel storage area

ion sites/Camps

fire-fighting equipment, spill oil collection pits/interceptors

Contractor

Operation Stage 1 Communit

y Issues Project Area

Six Monthly

Grievance readdress box and interaction with community to identify their issues, if any being faced due to project development

Concerned Executive Engineer – Kharland Development Circle (KLDC)

-- Under KLDC scope

2 Compensatory Plantation

Plantation location

Quarterly 70% survival rate

Concerned Executive Engineer – Kharland Development Circle (KLDC) / Forest Department/District Collector

-- Under KLDC scope

8.6. Institutional Framework for Implementation of EMP

Environmental and social management plan will be implemented by EHS officer of the

Contractor under direct reporting to Executive Engineer of KLDC. EHS cell of SPIU will

supervise the KLDC and contractor for EMP / SMP and RAP effective implementation

Third Party Quality Assurance (TPQA) agency will be assigned the task of effective

monitoring and advisory for implementation after appointment. Roles and Responsibility

of the Key Staff is defined in following sections below.



Figure 8.1 : Institutional Mechanism for EMP Implementation-Construction Phase

Project Director &

Superintending Engineer,

Kharland Department, Circle

Thane

Executive Engineer, Kharland

S& I Division, Pen, Dist Raigad

Secretary Water Resources

Department

Chief Engineer Water

Resources Department, Konkan

Region

Environment and

Social Expert-

Contractor

Sub Division Engineer, KLDC

sub division, Pen

SPIU (Environment

and Social Experts)

World Bank

State Project

Steering

Committee

National Steering

Committee PIU/NDMA

PMC

Experts/TPQA

Project Director-

Contractor

Safety Officer-

Contractor

Through KLDC



A. Roles & Responsibilities of the Executive Engineer l-KLDC

Roles and responsibilities of Executive Engineer KLDC Pen includes the following

1. To incorporate the EMP in the contractors’ bid document and to specify the condition that enclosed EMP shall be mandatorily followed by contractor while undertaking the specified scope of work

2. To ensure that the suggested EMP are being implemented by contractor during project implementation and ensure day to day monitoring of the EMP

3. To obtain the updated EMP from contractor in case of any diversion, change in proposed mitigation measure etc

4. To ensure suggested safety practices are being followed at the site

5. To ensure all regulatory approvals required for the projects are taken and being renewed time to time

6. To ensure compliance is being done to the conditions specified in consents issued, World Bank guidelines and other rules & regulation of GoI

7. To ensure effective grievance readdress system is implemented by contractor at the site during construction & operation stage

8. To attend the SHE meetings organized by the contractor every month and to review their records

9. To review the SHE reports sent and submitted by contractor

10. • To review the accidents records and to the accidental reports submitted by contractor and to analyse the root cause of each of the accident

11. To ensure that contractor maintains safe working environment at the site and gives safety the priority

12. To train the staff to handle emergency conditions, giving first aid treatments and handling the firefighting equipment

B. Roles & Responsibilities of the Contractor

Roles and responsibilities of EHS personnel of Contractor includes the following

1. Implementation of EMP provisions and will coordinate its over-all implementation. Immediately after mobilization and as part of the Work Program, the Contractor shall submit a plan including method statement and timeline about specific actions that will be taken by him to implement the provisions laid out in the EMP

2. Contractor shall update the EMP document if any proposed condition or measure is changed and updated document shall be submitted to monitoring agency as well as the implementation agency (KLDC)

3. To mobilize qualified and experienced Environment and Safety Officers, who shall support the Project Manager in the day-to-day implementation of activities stated in the EMP

4. To fully inform himself of the requirements of the local Laws, regulations and rules in-force in the State of Maharashtra, especially with respect to local employment laws, licensing requirements and environmental regulations

5. The contractor shall obtain all requisite statutory clearances for setting-up construction camp including labour camp; plants and equipment; water extraction and opening/use of material sources. The contractor shall abide by all conditions laid out in the said clearances. This includes:



a. Consents for establishment and operation of camps/plants from the MPCB.

b. Submit plan for water sourcing.

c. PUC certification for all vehicles/equipment used for/during construction.

6. The Contractor shall consult and obtain written consents of landowners (individual/ panchayat/local urban authority/govt. agency) for temporary use of land for all construction related activities including:

a. Setting-up and operation of construction and labour camps.

b. Disposal of debris and other waste material in line with EMP conditions.

c. Haulage road

7. The Contractor shall implement all precautionary measures for prevention of pollution from the entire project site as per the requirements/standards of latest/applicable environmental laws and regulations issued by the Ministry of Environment and Forest and Climate Change (MoEF&CC), Govt. of India; Central Pollution Control Board and Maharashtra State Pollution Control Board apart from those stated in this Environmental Management Plan. All apparatus and material supplied, and all work carried out shall comply in all respects with the requirements of all Regulations and Acts in force in the country and state in particular of the Employer as are applicable to the Contract Works.

8. The Contractor shall be responsible for applying for all necessary licenses; including Workmen’s’ Permits and Certificates of Competency for Supervisors and for the payment of all necessary fees associated with such licenses and approvals

9. Contractor shall be responsible for carrying out environmental monitoring at the site as per environmental monitoring plan given in the EMP. Contractor shall environmental monitoring report to the KLDC/implementation agency every month and TPQA shall verify and submit to SPIU/ PMC

10. Contractor shall comply with all the measures and provision given in EMP and prepare a compliance report for the same and shall submit it to the implementation agency (KLDC) Quarter monthly.

11. All work sites and areas under temporary use (including construction and labour camps, plant sites, etc) shall be restored/rehabilitated to a better condition (if not at least to its original condition) and to the satisfaction of the Engineer and the land owner/s upon completion of construction work by the Contractor

12. All liabilities as per the Contractor’s agreement with the landowners/gram panchayat (including those related to temporary use of land and disposal of debris) shall be settled and certified before closure of the work by the Contractor

13. Project Information Board/s showing the name of work, project cost, duration, date of commencement, date of completion, executing agency and contract telephone numbers for filing a grievance etc. shall be displayed prominently in both English and in vernacular.

14. Before commencing construction, the Contractor in consultation with Executive Engineer KLDC-Pen, would share information with local people about the type of activities; proposed work schedule; planned diversions and/or partial closures; utility shifting/demolition and reconstruction of crematorium.

15. The time bound construction schedule shall be prepared prior to initiation of works. It shall be submitted for Engineer’s approval at least 15 days prior to initiation of works on the ground.



16. Before initiating works, site clean-up and removal of all waste materials/debris lying within operation shall be ensured. This will be repeated before each work segment is opened-up for construction.

17. No tree cutting is to be carried out without the written instruction from the Employer, who in turn will ensure that relevant regulatory permission/s (including those from Forest Department or District Administration, as required) are obtained prior to cutting of such trees.

B. Roles & Responsibilities of the Environmental Specialist of SPIU as per ESMF

Roles and responsibilities of Environmental specialist of SPIU includes the following

• Coordinate the preparation of environmental screening report of project sites assessments, Preparation of site-specific environment management plans (EMP)for selected subprojects;

• Capacity building of staff, contractors, stakeholders and consultants (wherever detailed Environmental Impact Assessments (EIAs) are taken up) on environmental safeguard issues, practices and procedures to be followed;

• Organizing training for line departments (Kharlanad) on ESMF / EMP implementation

• Ensuring appropriate application of the ESMF to all components and sub-projects.

• Identifying and providing oversight to other consultants who may be deployed to carry out sub-project specific EAs and EMPs of sub-projects (wherever required);

• Prepare information, communication, and education strategy to enable proper conduct of stakeholder consultations and documenting the implementation of EMPs;

• Detailing all the environmental laws and regulations of the state and national government which will apply to specific sub project activities;

• Liaising with various State line departments & other implementing agencies to provide necessary advice on environmental matters;

• Coordinating with MoEF& C.C, State-level regulatory authorities for obtaining environment clearances in a timely manner as per the site conditions;

• Periodic site visits to ensure that environmental requirements in the ESMF are being followed during implementation of projects activities by the Line departments and contractors, identify shortcomings and advise on the remedial measures.

• Preparing and / or providing necessary inputs to project quarterly progress reports on environmental matters pertaining to ESMF implementation;

• Supporting hiring of external environmental auditors where appointed by the PIU’s and coordinating the conduct of these audits as per the ESMF requirements. Oversee the working of the third-party auditors for social and environment compliance, including review of:

• the audit plan,

• the results and the exceptions of the audits and recommended corrective action



C. Roles & Responsibilities of the Social Specialist of SPIU as per ESMF

Roles and responsibilities of Social specialist of SPIU includes the following

• The consultant will assist the state level PIUs, their line departments, Implementing Agencies (IAs) and non-governmental organizations (NGOs) engaged in the project in community mobilization, preparation, and implementation of resettlement plans in accordance with the agreed ESMF;

• Assist the above stakeholders in the preparation and implementation of RAP for sub-projects which trigger adverse social concerns for the Project Affected People (PAPs);

• Carry out wherever required an initial poverty and social assessment, sample socio-economic survey, and detailed inventory of affected assets and losses and disclosure of the sub-project Resettlement Plan to the affected persons;

• Provide guidance to line departments/implementing NGOs in preparation of information materials related to resettlement, consultation with PAPs on resettlement/relocation options and finalization of individual entitlements, verification, and delivery of compensation and allowances, house reconstruction (if required) prior to dispossession or displacement;

• Wherever land acquisition issues are involved, liaise with District Collectors and relevant authorities to expedite land acquisition process and assist in finalizing estimates of compensation, extend assistance to PIU and line departments in effectively addressing the grievances of the PAPs in consultation with Grievance Redressal mechanisms;

• Monitor all land acquisition and resettlement related activities;

• Prepare monthly progress reports highlighting implementation progress, issues/constraints that require decisions by the PIUs and other agencies involved.

D. Roles & Responsibilities of the PMC

Roles and responsibilities of PMC are given below

• Support the SPIU in preparing the audit plan

• Prepare compliance report for sub-project activities with ESMF guidelines and other statutory requirements as applicable through scheduled or unscheduled audits

• Conducting random field visits especially at the environmentally or socially sensitive areas

• Review the performance of the project through an assessment of periodical monitoring reports submitted by the line department (MSEDCL), TPQA on request of SPIUs.

• Share audit findings with the SPIU to aid in timely decision making and adopting appropriate mitigation action if necessary.

E. Third Part Quality Control Audit (TPQA) Roles and Responsibilities –

Roles and Responsibility of TPQA are defined below



• to assist the State Project Implementation Unit (SPIU) in maintaining the quality standards of the works by independent assessment/audit of quality of works at various stages of construction of Saline Embankment

• Providing Orientation training to the SPIU and Line Agency staff in improving their Engineering/ Technical/ Managerial skills.

• Assess and report on the compliance with the requirements of environmental and social safeguards in the form of Environmental Management Plans and Resettlement Action Plan.

8.7. Trainings and Capacity Building

The staff and workers at the site shall be given environmental trainings to enhance

their understanding of EMP requirements and ensure effective implementation of

EMP. Both Contractor /KLDC shall organize such training for staff & workers. These

trainings shall be organized by contractor through TPQA shall organizing the

trainings.

• Training for usage of personal protective equipment

• Training for usage of fire-fighting equipment

• First aid training including protection from Snake bites

• Training for implementation of EMP

• Training for protection of working near water body

8.8. Reporting

Following reporting schedule is recommended.

• The contractor shall submit the monthly EMP compliance report including

various aspects such as material sourcing, waste disposal, compliance to

statutory conditions, incident and accident public grievances, work progress,

to Executive Engines KLDC, and KLDC shall forward the reports to SPIU and

SPIU with the support of PMC shall review the reports

• TPQA shall undertake periodical Audits and provide orientation including

status of EMP and SMP and RAP implementation and submit periodical

reports to SPIU and PMC shall verity its reports and submit a quarterly report

to SPIU on EMP compliance status.

• SPIU environment and social expert supported by PMC/TPQA will submit

progress reports to SPIU Project Director and PIU, World Bank. Reporting

frequencies shall be as per ESMF as defined below in Table 8.3.

Table 8.4 : Reporting Schedule

S.No.

Particulars Frequenc

y

Reporting Responsibilit

y

Monitoring

responsibility

Applicability to this sub-project during project

implementation

1

ESMF Compliance/Status Report, including screening results,

Monthly/ Quarterly

SPIU, Environmental

and Social Experts

SPIU, Project Director

and PMU,

Yes

(Screening stage is completed)



S.No.


y


y

Monitoring

responsibility


implementation

status of conduct of EIA/SIA and actions taken for compliance

Environmental and

Social Specialist

s

2 Environment and social site visit report

Quarterly

SPIU, Environmental

and Social Experts


and PMU,

Environmental and

Social Specialist

s

Yes

3 Regulatory clearances

Quarterly

SPIU, Environmental

and Social Experts


and PMU,

Environment

Specialist

Yes

4

Verification of land to be acquired and status of land acquisition

Monthly SPIU, Social

Expert

SPIU, Project Director and PIU,

Social Expert

Yes, for compensation to be

given to the land owners for the structures to be affected. Also

status of voluntary donation of land

should be reported

5 Distribution of entitlements and assistances

Monthly SPIU, Social

Expert

SPIU, Social Expert

Not applicable

6 Community consultations

Quarterly

SPIU, Environmental

and Social Experts


and PMU,

Environmental and

Social Specialist

Yes

Also status of shifting the community

properties shall be submitted



S.No.


y


y

Monitoring

responsibility


implementation

s

7 Grievance redressal

Monthly/ Quarterly

SPIU, Social Expert


and PMU,

Environmental and

Social Specialist

s

Yes

Source: ESMF

8.9. Documentation, Updating and Record Keeping

The following reference documents shall be maintained and available with contractor

and SPIU for implementation at construction site

4. Environmental Management Plan (EMP), Environment and Social

Management Framework (ESMF)

5. Environmental Standards

6. SoPs (Standard Operating Procedures) and Method Statements for each

project activity (to be prepared by contractor and submitted to KLDC)

The EMP should be updated regularly based on change in regulatory requirements,

WB /IFC EHS guideline and finding of annual independent audit findings.

The following records shall be maintained at the site

10. Records on health check-ups

11. Records of accidents

12. Records of entry/exit of the vehicle at the site and material transportation by

each vehicle

13. Record of debris disposal with date, quantity and location

14. Records of training & mock drills

15. Records of equipment and vehicle inspection and maintenance

16. Records of number of PPE and rejection of PPE

17. Records of grievances (received & closed)

18. Environmental monitoring reports

8.10. Mechanism for Feedback and Adjustments

As part of the feedback mechanism, KLDC, Pen Division and TPQA shall monitor

project compliance based on monitoring reports, audit and inspection reports with

respect EMP, EMoP and applicable laws, rules and regulations. KLDC will report to

SPIU/PMC on a quarterly basis. In case, any deviation from the contract

requirements with respect to proposed EMP is observed, the same shall be corrected



within a fortnight through contractor and TPQA and records maintained for the same.

KLDC will also verify the facts reports through periodic site visits. If required

SPIU/PMC shall verify the facts through site verification.

Public involvement shall be encouraged and ensured throughout the lifecycle of the

project. The KLDC Pen Division shall gather and maintain information on any

damage or public concern that may be raised by the local people, NGOs and local

authorities. While immediate solutions are to be worked out with the help of

contractor, a detailed report will be submitted to the SPIU for information or detailed

consideration. The KLDC, Pen Division and TPQA shall be responsible to bring it to

the notice of the SPIU/PMC. Resulting decisions shall be communicated back to

KLDC and TPQA and contractor for correction and future implementation.

8.11. Regulatory Clearances /Permission Required

Statutory clearances will be obtained for any project activity/component wherever

found applicable. A regulatory framework has also been prepared detailing about the

NOC/permits to be obtained. Certain permits required are consent to

establish/operate from State Pollution Control Board for setting up any plant,

appropriate permission for opening borrow areas and quarry materials, tree cutting

permission from forest department, etc. All such permits are supposed to be obtained

by the contractor who shall obtain it before setting up of any facility attracting these

permission

8.12. Grievance Readdress System

The Grievance Redress Mechanism (GRM) will have two tier structure. First tier will

be at KLDC – at its Divisional office at Pen level and second tier at SPIU level. The

Executive Engineer of KLDC will be responsible to address the concerns of the

aggrieved person at first stage. KLDC will designate a dedicated email, phone

number for receipt of grievances. A drop box will also be installed at Kharland Office

and at construction work site with lock and key. Drop box shall be opened in

presence of Contractor, KLDC and TPQA and the grievances will be lodged in the

grievance register and a specific number will be allotted to each grievance on its

receipt. The Sub-Division Engineer and Executive Engineer, Pen Division will

analyse the grievance received through interaction with contractor EHS officer and

the contractor will also visit the site to verify the complaint. District Collector or his

deputed representative shall be member of GRM Cell and any complaint / grievance

is to be heard in his presence who shall facilitate the redressal of such heard

grievances, if any. He/she will also initiate corrective preventive action as may be

required. The corrective preventive action and supervision responsibility will be well

defined for a time bound action by contractor and closer report by executive

engineer. The response to the complaint with resolution will be communicated back

to the aggrieved person within 15 days. In case, grievance cannot be resolved at

KLDC level, then it will be escalated to SPIU level for further resolution. SPIU will put

up this to Grievance redress committee comprising District Collector or his deputed

representative, Sub Division Officer Kharland & Executive Engineer Kharland Pen,

Superintending Engineer, Chief Engineer Water Resources Department and EHS

Officer SPIU who will evolve the action plan to resolve the complaint. They may invite

the complainant for discussion and consultation if required.



Any aggrieved person can send written communication to KLDC through email or

using other modes of communication like phone call or drop his/her complain to drop

box (to be installed at Kharland Office and Work site). The GRM will be displayed at

active site along with name of Executive Engineer Kharland_ Pen, dedicated email

and phone number.

Figure 8.2 Grievance Readdress Mechanism-Construction Phase

8.13. Environmental Management Budget

Budget for environmental management both during construction and operation phase

is given below in Table 8.4.

Grievance Readdress Committee (Sub Division Officer and Executive engineer Kharland Pen, Superintending engineer, Chief Engineer Water Resources Department, EHS Officer SPIU and District Collector/Representative

Kharland Pen Office or Construction Camp Site

Aggrieved Person

Written Response within 15 days

Mode of communication: Letter

and Drop box Joint Site Visit With Contractor and TPQA

Action Plan Implementation By

Contractor

Action Plan Supervision and

Reporting by SPIU with support of PMC

Closure Update



Table 8.5 : Environment Management Budget

1

Worksite Safety Measures Unit Qty.

Basic

Unit

Rate in

INR.

Total Amount

Without Taxes in

INR

Applicable

percentage

Amount in INR. TOTAL

AMOUNT with

taxes & duties in

INR

1a

Provision, fabrication and erection of MS barricades

of 1.0 m height, meeting specifications prescribed in

IRC SP-55:2014. MS barricades should be made of

mild steel material with two legs. MS barricade

should be applied with anticorrosive zinc primer / red

oxide and applied with synthetic enamel paint of

standard colour on it. Radium reflective strips would

be provided on the barricades. Letter writing should

done on both the sides barricades, as per the

requirement of Client, in radium strip.

MS barricades shall installed on the landward side of

the saline embankment in worksites near houses,

common property resources and sluice gates /

drainage structures, including cost of materials and

fabrication charges, all materials/equipment required

for fabrication, transportation to site, shifting of

barricades from one place to another with all

incidental charges, leads, lifts and all taxes and duties

as applicable from time to time as specified by

Engineer-in-charge.

Meter

300

11000.00

3300000.00

12%

396000.00 3696000.00

1b

Provision and installation of retro-reflective

cautionary/warning signage as per specifications in

IRC SP:55-2014 at starting & end point of the project

site and at/near work zones, having standard design,

using 2 mm aluminum / MS sheet, and having

square, round, rectangular shapes including cost of

Numbe

r 15

15000.00

225000.00

12%

27000.00 252000.00



boards and other materials required for fixing,

shifting charges from one place to another with all

incidental charges, leads, lifts and all taxes and

duties, as applicable from time to time and as

specified by Engineer-in-charge.

1c

Provision of temporary access / cross over for

properties adjacent to work zones using portable

planks (with length 1 to 2 mts. or as required in line

with site conditions, with at least 1.2 mts. width)

Meter 40 1000.00 40000.00

12% 4800.00 44800.00

1d

Provision of first aid and emergency response

arrangements in the camp, plant/s and worksites,

including fire and electrical safety provisions

including unbreakable box, category – recreation first

aid boxes, travelling first aid boxes, industrial first

aid boxes, having standard dimensions.

camp 2 500000.0

0 1000000.00

12%

120000.00 1120000.00

2

Issuing public notice, printing and putting banners

and information dissemination through appropriate

means regarding type and schedule of civil works,

planned diversions and/or partial closures, utility

shifting/damage/emergency repairs, complaint

handling and all such issues that affect public/road

users/residents close to work zones works, at least

once in a month for the entire project duration.

Numbe

r 54 1000.00 54000.00

12%

6480.00 60480.00

3

Installation of Project Information Board in MS sheet

and all supports, including fixing and maintenance

during the entire project. Minimum board size should

be 2 meters x 1 meters, with necessary information in

English and Marathi written in black paint with white

background. The board details and the required

information will be furnished by the Engineer. The

design and information shall be approved by the

Engineer-in-charge.

Numbe

r 2 15000.00 30000.00

12%

3600.00 33600.00

4

Restoration of crematorium in masonry & providing

access to crematorium during construction activity,

as per the site condition

Square

Meter 50 2400.00 120000.00

14400.00 134400.00



Specification - Proper cleaning before the masonry

work, construction of burnt brick or un-coursed

rubble masonry in 1:6 mortar proportion. Stone shall

be hard, sound, free from decay and weathering.

Work must be true to horizontal lines and perfect

plumb. Vertical joints are required to be truly vertical

and align vertically with those of alternate courses.

Joint thickness should be within the range of 6mm to

10mm depending upon the size of bricks or boulders.

12%

5

Provision and restoration of all access / approaches to

the embankment, including provision of a hume pipe

(NP II) to ensure continuous/uninterrupted

longitudinal drainage on the landward side of the

embankment. The diameter of hume pipes would be

as per the site conditions (300 mm / 600 mm / 900

mm). Hume pipes of necessary shapes - such as plain

type , spigot & socket end Type, Tung type , Groove

end type , collar joint and flush jointed (external &

internal), to be provided as per site conditions.

Specifications – Non expansive soil / Sand obtained

from excavation shall be used for Embankment

construction which require the compaction.

Compaction shall be done to standard density of the

maximum dry density (MDD – 96%) corresponding

to equivalent Optimum Moisture Content (OMC).

Per

meter

length

3000 1500.00 4500000.00

12%

540000.00 5040000.00

6

Identification and verification of trees along the route

of the saline embankment, marking, preparing the list

as per the norms and obtaining clearance for cutting

of trees (only in case it is unavoidable), paying

compensation and cutting of trees as per the norms,

transportation of cut material to the identified

site/depot as per direction of KLDC and the

concerned authority.

Numbe

r 42 3846.00 161532.00

12%

19383.84 180915.80



Plantation of equivalent trees or plantation of trees as

per the norms of Govt of Maharashtra

7

Tree Plantation as per strategy (species, distance etc.)

suggested in the Environment Management Plan,

including use of tall saplings (at least 5 feet),

preparation and of pits, watering, protection using

bamboo tree guards, manuring, replacement of

saplings, etc. till closure of contract. At least 90%

should survive at the end of contract period.

Numbe

r 420 1539.00 646380.00

12%

77565.60 723945.60

8

Suitable facilities for Workers at Worksites such as

Toilets, Washing Facilities, Drinking Water,

Changing Room and Lockers, facilities for rest

8a

Provision of mobile toilet fitted with anaerobic

digestion system separately for male and female

workers, Indian type of pot with other facilities such

as tap, lighting and ventilation; stationed at a suitable

place in or within 100 metres from active work front.

Includes cost of water, shifting cost of mobile toilet

from one operational area to another, attendant cost

for looking after cleaning and operation of the toilets.

All materials and labour charges, incidental charges,

leads, lifts and all taxes as applicable from time to

time and as specified by Engineer-in-charge.

Numbe

r 2

150000.0

0 300000.00

12%

36000.00 336000.00

8b

Providing of mobile drinking water counter/kiosk,

fabricated from stainless steel with 300 liters

capacity, with two taps and with bottom tank (300

liter holding capacity) to collect waste water and

stationed at a suitable place within 100 meters from

operational area, with one common attendant for both

mobile toilet and drinking water kiosk. Cost includes

charges for emptying bottom tank through suction

machine, shifting cost of the kiosk from one

Numbe

r 3

350000.0

0 1050000.00

126000.00 1176000.00



operational area to another area, attendant cost for

looking after cleaning and operation, all materials,

labour charges, incidental charges, leads, lifts and all

taxes as applicable from time to time and as specified

by Engineer-in-charge.

12%

8c

Temporary rest area for workers

Temporary shed for workers area constructed by MS

corrugated Sheet with the support of Bamboos and

MS windows, one number of door to be provided for

good ventilation. Flooring to be constructed using

burnt brick bat coba.

Numbe

r 3 15000.00 45000.00

12% 5400.00 50400.00

9

Periodic health check-up once in a quarter for all

construction workers

Arrange of visit of BHMS or BAMS doctor for

regular health checkup of labors.

camp 6 50000.00 300000.00

12% 36000.00 336000.00

10

Provision of standard coconut fiber logs or coir bags

as silt fencing on both sides of embankment - to be

installed before the construction is initiated in the

stretch and to be left on the site after construction is

complete

Specifications - Provision of standard coconut fiber

logs / mesh or coir bags having approximate size 30

cm dia to be provided for both side of embankments,

as per the site condition / slope including all

necessary items for installation and fixing the

coconut fiber logs / mesh for soil / embankment

stabilization. Plantation of necessary vegetation /

shrubs to protect and hold the coconut fiber logs /

mesh, as per the site condition. It should be installed

before the construction is initiated in the stretch and

to be left on the site after construction is complete.

All materials, labour charges, incidental charges,

leads, lifts and all taxes as applicable from time to

time and as specified by Engineer-in-charge.

R.MT 16000 400.00 6400000.00

12%

768000.00 7168000.00



11

Disposal of extra earth / debris / similar

unserviceable waste material by mechanical means,

including loading, transporting, unloading to pre-

approved disposal ground in line with EMP

stipulations, including rehabilitation of disposal site

within a lead distance of 10 km and as approved by

Engineer-in-Charge

Cumec 9000 200.00 1800000.00

12%

216000.00 2016000.00

12

Temporary storm water drainage arrangements, oil

interceptors and sedimentation tanks at the

construction camp and plant site/s

Specification – Half round RCC gutter having size

100 mm to 1000 mm to be provided necessary area

near camp/plant site and same is connected to

sedimentation tank constructed in burnt brick

masonry.

camp 3 200000.0

0 600000.00

12% 72000.00 672000.00

13

Cost of water and air quality monitoring once in a

quarter

We shall check water and air quality and submit the

report once in every quarterly.

Numbe

r 6 50000.00 300000.00

12% 36000.00 336000.00

14 Utility shifting and restoration

14.1

Electric Poles (Shifting, dismantling & Restoration of

Electric Poles)

Electrical poles and material shifting by mechanical

means, including loading, transporting, unloading

and restoring it pre-approved location. Vendor to

submit all the necessary drawing for restoration, as

per the site condition

Numbe

rs 10 50000.00 500000.00

12%

60000.00 560000.00

14.2

Restoration of Temple (Dismantling old temple &

constructing new with Brick & shed)

Proper dismantling of old temples and construction

of new temple with burnt brick in 1:6 mortar

proportion. Vendor to submit all the necessary

drawing for restoration, as per the site condition.

Disposal of extra earth / debris / similar

Square

Meter

150 20000.00 3000000

360000.00 3360000.00



unserviceable waste material by mechanical means,

including loading, transporting, unloading to pre-

approved disposal ground in line with EMP

stipulations, including rehabilitation of disposal site

within a lead distance of 10 km and as approved by

Engineer-in-Charge

Vendor to submit all the necessary drawing, as per

the site condition

12%

14.3

Restoration of crematorium in masonry & providing

access to crematorium during construction activity, ,

as per the site condition

Specification - Proper cleaning before the masonry

work, construction of burnt brick or un-coursed

rubble masonry in 1:6 mortar. Stone shall be hard,

sound, free from decay and weathering.

Work must be true to horizontal lines and perfect

plumb. Vertical joints are required to be truly vertical

and align vertically with those of alternate courses.

Joint thickness should be within the range of 6mm to

10mm depending upon the size of bricks or boulders.


the site condition

Square

Meter

275.94 20000.00 5518800

12%

662256.00 6181056.00

14.4 Restoration of Jetties at 8 sites. (soiling, bedding &

concrete work)

Specifications – Soil to be compacted to MDD of

96%. Soling should be laid with 100 mm thickness.

After packing the stones properly in position, the

interstices between them should be carefully filled

with quarry spoils or stone chips of larger size

possible to obtain a smooth, compact surface.

PCC / Bedding – M-15, 100 mm concrete bedding to

be provided.

Concrete – M-20 concrete with 12mm 200 c/c both

way surface steel, to be provided, with expansion

joints, of 150 mm thickness, for restoration of jetties.

Rmt

10 250000.0

0 2500000

12%

300000.00 2800000.00



Open Foundation / Pile foundation to be provided, as

per site conditions to support the jetty.


the site condition

14.5

Fish drying concrete platform (using M15) (5 Nos)

Specifications - Soil to be compacted by watering

and vibratory roller. Soling should be laid with 100

mm thickness. After packing the stones properly in

position, the interstices between them should be

carefully filled with quarry spoils or stone chips of

larger size possible to obtain a smooth, compact

surface.

PCC / Bedding – M-15, 100 mm concrete bedding to

be provided.

Concrete – M-20 concrete with 12mm 200 c/c both

way surface steel to be provided, with expansion

joints, of 150 mm thickness.

Foundation to be provided, as per site conditions to

support the structure.


the site condition

Cubic

Meter

300 4500.00 1350000

12%

162000.00 1512000.00

Sub-Total Cost of Environment Management Plan

33740712.00 4048885.44 37789597.44



Annexure 1.1: List of EIA Report Preparers

S. No. Name of Expert Designation

1. Sanjay Kumar Jain Team Leader and Senior Environment Expert

2. T.G. Ekande Social Team Leader and Sr. Social Expert

3. Anil Kumar GIS Expert

4. Ratnesh Kotiyal Ecologist

5. Nisha Rani Hydrogeologist and Water Pollution Management Expert, Support environment expert

6. Eknath Mapare Support Social Expert and Consultation Specialist

7. Koushik Mukhopadhya Support Social Expert

Since project has run for the longer period, some of the experts worked in initial period of the project till their allotted time got exhausted. In addition to the monitoring staff, name of the experts involved in the initial period of report are not named. I S.K.Jain, Director EQMS and Team Leader of the Project Undertakes that the above team members were involved in the project:

S.K. Jain



Annexure 2.1: National Ambient Air Quality Standards, 2009

Ambient Air Quality Standards The MoEF&CC has the overall responsibility to set policy and Standards for the protection of environment along with Central Pollution Control Board (CPCB). Ambient Air Quality Standard given below:

Revised National Ambient Air Quality Standards (16th November 2009) Pollutants Time

Weighted Average

Concentration in Ambient Air Industrial,

Residential, Rural, other

areas

Ecologically Sensitive Area

(Notified by Central

Government) Sulphur Dioxide (SO2), μg/m3 Annual *

24 Hours ** 50 80

20 80

Nitrogen Dioxide (NO2), μg/m3 Annual * 24 Hours **

40 80

30 80

PM10, μg/m3 Annual * 24 Hours **

60 100

60 100

PM2.5, μg/m3 Annual * 24 Hours **

40 60

40 60

Ozone (O3) μg/m3 8 Hours * 1 Hour **

100 180

100 180

Lead (Pb) μg/m3

in particulate matter Annual *

24 Hours ** 0.50 1.0

0.50 1.0

Carbon Monoxide (CO), mg/m3 8 Hours ** 1 Hour **

02 04

02 04

Ammonia (NH3), μg/m3 Annual * 24 Hours **

100 400

100 400

Benzene (C6H6), μg/m3 Annual * 05 05

Benzo(a)Pyrene (BaP) ng/m3

in particulate matter Annual * 01 01

Arsenic (As), ng/m3


Nickel (Ni), ng/m3


* Annual Arithmetic mean of minimum 104 measurements in a year at a particular site taken twice a week 24 hourly at uniform intervals. ** 24 hourly or 8 hourly or 1 hourly monitored values, as applicable, shall be complied with 98% of the time in a year. 2% of the time, they may exceed the limits but not on two consecutive days of monitoring.



Annexure 2.2: Noise Standards, CPCB

Ambient Noise Standards Ambient standard with respect to noise have been notified by the Ministry of Environment and forest vide gazette notification dated 26th December 1989 (amended in February 2000). It is based on ‘A’ weighted equivalent noise level (Leq). The ambient noise standards are presented in table below:

Ambient Noise Level Standards

Area code Category of Area Limits in dB(A) Leq

Day Time Night Time

A Industrial Area 75 70

B Commercial Area 65 55

C Residential Area 55 45

D Sensitive Area 50 40

Note: *Day time is from 6 am to 10 pm, Night time is 10 pm to 6.00 am; ** Silence zone is defined as area up to 100 meters around premises of hospitals, educational institutions and courts. Use of vehicle horns, loud speakers and bursting of crackers are banned in these zones



Annexure 2.3: OSHA’S NOISE EXPOSURE LIMITS FOR THE WORK ZONE

OSHA’S Noise Exposure Limits for The Work Environment Noise Levels in dB(A) Permissible Exposure (hours &

minutes) 85 16 hrs 90 8 hrs 96 3 hrs 30 minutes

102 1 hr 30 minutes 108 40 min 115 15 min 121 6 min 127 3 min 130 1 min

Source: Marsh, 1991, p.322



Annexure 2.4: Drinking Water Quality Standards-Is: 10500:2012

Standards For Drinking Water (IS:10500)

Parameters Unit Acceptable Limit IS:10500

Permissible Limit IS:10500

1 Colour Hazen units 5 15 2 Odour - Agreeable Agreeable 3 Taste - Agreeable Agreeable 4 Turbidity NTU 1 5 5 Total Dissolved Solids mg/l 500 2000 6 pH - 6.5 to 8.5 No Relaxation 7 Total Hardness as CaCO3 mg/l 200 600 8 Iron as Fe mg/l 0.3 No Relaxation 9 Aluminium mg/l 0.03 0.2 10 Copper as Cu mg/l 0.05 1.5 11 Manganese as Mn mg/l 0.1 0.3 12 Zinc as Zn mg/l 5 15 13 Magnesium as Mg mg/l 30 No Relaxation 14 Barium mg/l 0.7 No Relaxation 15 Calcium as Ca mg/l 75 200 16 Silver mg/l 0.1 No Relaxation 17 Selenium as Se mg/l 0.01 No Relaxation 18 Molybdenum mg/l 0.07 No Relaxation 19 Boron mg/l 0.5 1.0 20 Nitrates as NO3 mg/l 45 No Relaxation 21 Sulphate mg/l 200 400 22 Sulphide

0.01 No Relaxation

23 Fluoride as F mg/l 1.0 1.5 24 Chlorides as Cl mg/l 250 1000 25 Ammonia mg/l 0.5 No Relaxation 26 Chloramines mg/l 0.2 No Relaxation 27 Residual, Free chlorine mg/l 0.2 1.0 28 Total Alkalinity as calcium

carbonate mg/l 200 600

29 Phenolic compounds (as C6H5OH)

mg/l 0.001 0.002

30 Mineral Oil mg/l 0.03 No Relaxation 31 Anionic detergents

(as MBAS) mg/l 0.2 1.0

32 Chromium mg/l 0.05 No Relaxation 33 Arsenic as As mg/l 0.01 0.05 34 Mercury as Hg mg/l 0.001 No Relaxation 35 Cadmium as Cd mg/l 0.003 No Relaxation 36 Lead as Pb mg/l 0.01 No Relaxation 37 Nickel as Ni mg/l 0.02 No Relaxation 38 Cyanide as CN mg/l 0.05 No Relaxation 39 Polynuclear Aromatic

Hydrocarbons (as PAH) mg/l 0.0001 No Relaxation

40 Polychlorinated biphenyls mg/l 0.0005 No Relaxation 41 Total Coliform MPN/100ml Nil No Relaxation



Annexure 3.1: Detail of The Existing Embankment

Chainage Ground Level Existing Top R.

L.

Height Width Area Mean Area Creek

side field side

Average T. W. B. W.

0 2.99 3.06 3.03 3.35 0.32 1.45 4.33 0.93 0.47

30 2.49 2.95 2.72 3.30 0.58 1.18 4.15 1.54 1.24

60 2.44 2.73 2.59 2.85 0.26 1.20 6.16 0.94 1.24

90 2.56 1.92 2.24 3.15 0.91 2.98 6.99 4.55 2.75

120 2.40 1.93 2.16 3.28 1.12 2.06 6.63 4.87 4.71

150 2.35 2.66 2.51 3.26 0.75 1.88 6.62 3.19 4.03

180 2.45 1.30 1.88 3.08 1.20 2.69 5.66 4.99 4.09

210 2.33 1.85 2.09 3.18 1.09 2.85 7.11 5.43 5.21

240 2.43 1.77 2.10 3.27 1.17 2.69 8.01 6.26 5.85

270 2.35 1.79 2.07 3.21 1.14 3.05 8.70 6.72 6.49

300 2.41 1.78 2.09 3.20 1.11 2.56 7.94 5.83 6.28

330 2.28 1.76 2.02 3.23 1.21 3.37 9.69 7.87 6.85

360 2.28 1.80 2.04 3.31 1.27 2.51 7.67 6.47 7.17

390 2.18 1.30 1.74 3.31 1.57 1.47 5.70 5.61 6.04

393 0.42 0.42 0.42 3.69 3.27 2.28 0.00 3.72 4.67

420 2.16 1.17 1.66 3.25 1.59 2.46 6.22 6.91 5.32

450 2.21 1.31 1.76 3.40 1.64 2.47 7.46 8.12 7.52

480 2.25 1.21 1.73 3.30 1.57 4.64 8.79 10.54 9.33

510 2.25 1.75 2.00 3.30 1.30 2.25 8.78 7.14 8.84

540 2.30 1.64 1.97 3.02 1.05 4.39 8.31 6.65 6.90

570 2.14 1.69 1.92 3.29 1.37 2.96 9.44 8.46 7.56

600 2.28 1.59 1.93 3.36 1.43 2.64 10.58 9.43 8.95

630 2.21 1.53 1.87 3.35 1.48 1.83 11.94 10.20 9.82

660 2.18 0.91 1.54 3.27 1.73 2.58 10.81 11.60 10.90

690 2.26 0.95 1.60 3.14 1.54 2.72 9.74 9.62 10.61

720 2.26 0.91 1.59 3.31 1.72 2.66 9.30 10.28 9.95

750 2.33 0.93 1.63 3.13 1.50 3.89 11.24 11.37 10.83

780 2.35 1.78 2.06 3.24 1.18 2.56 9.60 7.15 9.26

810 2.21 1.84 2.03 3.29 1.26 2.26 8.39 6.73 6.94

840 2.20 1.89 2.05 3.21 1.16 2.67 7.10 5.66 6.20

870 2.23 1.85 2.04 3.20 1.16 2.36 5.95 4.83 5.25

900 2.25 1.73 1.99 3.28 1.29 2.83 7.54 6.68 5.76

930 2.25 1.70 1.97 3.27 1.30 1.92 8.72 6.91 6.80

960 2.03 1.76 1.89 3.31 1.42 2.35 10.81 9.36 8.14

990 2.23 1.80 2.02 3.20 1.18 1.92 5.58 4.41 6.89

1020 2.05 1.76 1.90 3.02 1.12 2.37 8.46 6.07 5.24

1050 2.05 1.77 1.91 3.10 1.19 2.40 8.53 6.52 6.30

1080 1.99 1.79 1.89 3.12 1.23 1.69 7.60 5.70 6.11

1110 2.04 1.74 1.89 3.05 1.16 3.15 8.63 6.86 6.28

1140 2.01 1.77 1.89 3.06 1.17 2.52 10.73 7.75 7.31

1170 2.05 1.83 1.94 3.08 1.14 2.71 8.83 6.59 7.17



1200 2.03 1.76 1.90 3.05 1.15 2.58 9.02 6.66 6.63

1230 2.08 1.73 1.91 3.06 1.15 2.58 9.22 6.77 6.72

1260 2.11 1.88 2.00 3.01 1.01 2.61 6.86 4.80 5.79

1290 2.11 1.82 1.97 3.05 1.08 2.37 6.52 4.80 4.80

1320 2.08 1.74 1.91 2.99 1.08 3.30 7.83 5.99 5.40

1350 2.00 1.82 1.91 3.04 1.13 3.29 7.45 6.07 6.03

1380 1.98 1.75 1.87 3.09 1.22 2.90 7.55 6.36 6.22

1410 1.92 1.62 1.77 3.17 1.40 2.22 7.45 6.77 6.57

1440 1.93 1.86 1.89 2.99 1.10 1.84 6.82 4.75 5.76

1470 1.91 1.93 1.92 2.99 1.07 2.06 5.67 4.12 4.44

1500 1.88 1.66 1.77 2.95 1.18 2.21 5.69 4.66 4.39

1530 1.95 1.66 1.81 2.95 1.14 2.36 5.71 4.60 4.63

1560 1.80 1.67 1.73 2.94 1.21 2.97 6.13 5.52 5.06

1590 1.83 1.65 1.74 2.92 1.18 3.52 6.97 6.17 5.85

1620 1.83 1.71 1.77 2.91 1.14 2.76 5.66 4.78 5.48

1650 1.94 1.67 1.80 2.90 1.10 2.19 4.24 3.52 4.15

1680 1.84 1.30 1.57 2.97 1.40 2.98 6.43 6.61 5.07

1710 1.65 1.29 1.47 2.87 1.40 3.70 10.23 9.77 8.19

1740 1.73 1.43 1.58 2.72 1.14 2.94 7.45 5.89 7.83

1770 1.73 1.33 1.53 2.89 1.36 2.28 9.11 7.76 6.83

1786 0.00 0.33 0.16 1.70 1.54 1.87 0.00 1.44 4.60

1800 1.78 1.08 1.43 2.97 1.54 1.31 7.30 6.64 4.04

1830 1.76 1.97 1.87 3.01 1.14 1.23 6.28 4.29 5.47

1860 1.75 1.93 1.84 2.98 1.14 1.88 7.63 5.43 4.86

1890 1.85 1.93 1.89 2.95 1.06 2.51 8.41 5.78 5.61

1920 1.83 2.02 1.92 2.86 0.94 1.91 4.14 2.84 4.31

1950 1.93 1.94 1.93 2.86 0.93 2.57 6.58 4.24 3.54

1980 0.83 1.55 1.19 2.85 1.66 3.23 8.57 9.82 7.03

2010 1.81 1.57 1.69 2.81 1.12 3.00 8.49 6.46 8.14

2040 1.79 1.64 1.72 2.86 1.14 2.54 6.71 5.27 5.87

2070 1.82 1.50 1.66 2.83 1.17 3.65 6.60 6.02 5.65

2100 2.12 1.59 1.85 2.84 0.99 2.49 5.74 4.07 5.05

2130 2.11 1.71 1.91 2.87 0.96 3.43 7.07 5.03 4.55

2160 1.94 1.70 1.82 2.86 1.04 2.99 7.47 5.43 5.23

2190 2.26 1.70 1.98 2.81 0.83 2.99 5.73 3.61 4.52

2220 1.78 1.66 1.72 2.85 1.13 2.40 5.70 4.57 4.09

2250 1.78 1.74 1.76 2.91 1.15 2.08 5.47 4.33 4.45

2280 1.75 1.74 1.75 2.88 1.13 1.81 6.82 4.87 4.60

2310 1.66 1.68 1.67 2.85 1.18 2.35 8.92 6.62 5.75

2340 1.86 1.57 1.72 2.87 1.15 2.85 7.06 5.71 6.17

2370 1.83 1.73 1.78 3.02 1.24 2.75 8.46 6.96 6.34

2400 1.85 0.72 1.29 3.17 1.88 2.52 9.74 11.50 9.23

2430 1.96 0.88 1.42 3.29 1.87 3.31 9.14 11.66 11.58

2460 2.00 0.65 1.32 3.03 1.71 3.54 8.55 10.34 11.00

2490 1.97 0.72 1.34 2.98 1.64 2.65 6.52 7.53 8.94

2507 0.00 0.08 0.04 1.69 1.65 2.17 0.00 1.78 4.66

2520 0.94 1.30 1.12 2.99 1.87 2.95 7.43 9.69 5.74



2550 1.91 1.30 1.60 2.86 1.26 2.17 6.92 5.72 7.71

2580 1.95 1.34 1.64 3.08 1.44 2.79 9.22 8.63 7.18

2610 1.69 1.59 1.64 2.92 1.28 2.22 8.84 7.10 7.87

2640 1.89 1.26 1.57 2.91 1.34 3.10 9.10 8.18 7.64

2670 1.80 1.17 1.49 2.81 1.32 2.13 8.59 7.07 7.63

2700 1.84 0.66 1.25 2.84 1.59 2.28 7.00 7.38 7.23

2730 1.84 1.23 1.53 2.90 1.37 2.16 7.99 6.97 7.18

2760 1.87 1.28 1.57 2.87 1.30 2.67 8.35 7.17 7.07

2790 1.93 0.81 1.37 2.86 1.49 2.87 7.02 7.35 7.26

2820 1.86 1.12 1.49 2.88 1.39 2.05 6.08 5.63 6.49

2850 1.31 0.71 1.01 2.96 1.95 2.32 8.02 10.11 7.87

2880 1.35 0.62 0.98 3.08 2.10 2.58 8.61 11.72 10.92

2910 1.68 0.62 1.15 3.06 1.91 3.13 8.43 11.04 11.38

2940 1.31 0.47 0.89 3.08 2.19 4.38 7.92 13.44 12.24

2970 1.58 1.11 1.35 3.08 1.73 4.04 9.08 11.32 12.38

3000 1.64 0.92 1.28 3.22 1.94 3.03 9.71 12.39 11.86

3030 1.69 1.34 1.51 3.56 2.05 2.46 8.92 11.69 12.04

3060 1.46 0.79 1.12 3.45 2.33 2.92 10.11 15.20 13.45

3090 1.62 1.29 1.45 3.38 1.93 2.48 8.03 10.12 12.66

3120 1.49 1.21 1.35 3.12 1.77 2.51 7.69 9.02 9.57

3150 1.52 1.24 1.38 3.00 1.62 2.51 6.92 7.61 8.32

3180 1.82 1.00 1.41 3.15 1.74 2.35 7.55 8.59 8.10

3210 1.78 1.02 1.40 3.14 1.74 2.72 7.91 9.22 8.91

3240 1.79 1.11 1.45 3.19 1.74 2.52 7.94 9.11 9.17

3270 1.54 1.02 1.28 3.12 1.84 2.82 8.76 10.63 9.87

3300 1.40 1.07 1.24 3.32 2.08 2.69 8.98 12.12 11.38

3330 1.45 1.12 1.28 3.32 2.04 2.39 8.67 11.25 11.69

3360 1.54 1.08 1.31 3.37 2.06 3.05 9.11 12.52 11.89

3390 1.45 0.96 1.20 3.34 2.14 3.15 9.71 13.73 13.13

3420 1.51 0.73 1.12 3.13 2.01 2.56 9.31 11.96 12.85

3450 1.41 0.66 1.03 3.04 2.01 2.53 9.06 11.66 11.81

3480 1.56 0.80 1.18 3.00 1.82 2.92 9.10 10.96 11.31

3510 1.44 0.78 1.11 2.98 1.87 2.73 10.24 12.09 11.53

3540 1.44 1.83 1.64 2.98 1.34 2.30 8.93 7.53 9.81

3570 1.55 0.91 1.23 2.92 1.69 2.76 7.73 8.83 8.18

3600 1.53 0.92 1.22 2.93 1.71 2.66 8.38 9.44 9.14

3630 1.47 0.94 1.21 3.00 1.79 3.14 9.72 11.48 10.46

3660 1.46 0.90 1.18 3.08 1.90 2.60 9.48 11.45 11.47

3690 1.50 0.94 1.22 3.08 1.86 3.07 9.72 11.88 11.67

3720 1.45 0.85 1.15 2.99 1.84 3.03 8.97 11.05 11.47

3750 1.52 1.11 1.32 2.86 1.54 3.29 8.78 9.27 10.16

3780 1.49 1.06 1.27 2.91 1.64 3.46 8.33 9.64 9.46

3810 1.02 1.06 1.04 2.91 1.87 3.57 8.86 11.59 10.62

3840 1.04 0.63 0.84 2.93 2.09 3.31 8.62 12.48 12.04

3870 1.10 0.63 0.87 3.03 2.16 3.00 9.57 13.59 13.04

3900 1.10 0.58 0.84 3.02 2.18 2.68 9.22 12.96 13.28

3930 1.07 0.69 0.88 2.96 2.08 2.21 7.35 9.92 11.44



3960 1.12 1.18 1.15 2.85 1.70 2.59 6.85 8.03 8.98

3990 1.13 1.24 1.18 2.98 1.80 2.50 7.10 8.64 8.34

4020 1.13 1.06 1.09 2.92 1.83 2.47 7.32 8.95 8.80

4050 1.52 1.24 1.38 2.93 1.55 2.08 8.55 8.22 8.59

4080 1.52 1.84 1.68 2.89 1.21 2.21 7.10 5.61 6.92

4110 1.63 1.79 1.71 2.94 1.23 2.39 7.38 6.02 5.82

4140 1.68 2.24 1.96 2.92 0.96 2.89 7.25 4.87 5.45

4170 1.72 1.36 1.54 3.20 1.66 2.38 8.55 9.04 6.96

4200 1.78 1.37 1.57 2.98 1.41 2.53 8.50 7.79 8.42

4230 1.79 1.58 1.69 2.92 1.23 1.97 7.03 5.51 6.65

4260 1.79 1.23 1.51 2.91 1.40 2.09 6.32 5.87 5.69

4290 1.83 1.28 1.56 2.90 1.34 1.99 6.17 5.49 5.68

4320 1.77 1.15 1.46 2.96 1.50 2.47 6.68 6.88 6.19

4350 1.82 1.27 1.54 3.03 1.49 2.49 6.52 6.73 6.81

4380 1.79 1.58 1.68 3.11 1.43 2.07 6.54 6.16 6.45

4410 1.72 1.19 1.45 3.11 1.66 2.23 7.45 8.06 7.11

4440 1.72 1.20 1.46 2.94 1.48 2.55 8.17 7.94 8.00

4470 1.65 1.14 1.40 2.92 1.52 2.04 7.99 7.63 7.79

4500 1.63 1.11 1.37 2.95 1.58 1.79 7.46 7.29 7.46

4530 1.52 1.05 1.29 2.96 1.67 1.81 6.04 6.57 6.93

4560 1.56 1.10 1.33 2.94 1.61 1.20 6.25 6.00 6.29

4590 1.66 1.17 1.41 2.99 1.58 1.52 6.17 6.05 6.03

4620 1.60 0.97 1.29 2.97 1.68 1.49 6.36 6.58 6.32

4650 1.60 1.03 1.31 2.86 1.55 1.36 4.73 4.70 5.64

4681 1.57 1.28 1.43 2.87 1.44 1.22 6.12 5.28 4.99

4710 1.57 1.29 1.43 2.86 1.43 1.12 6.28 5.30 5.29

4740 1.57 1.29 1.43 2.86 1.43 1.77 4.61 4.55 4.93

4770 1.58 1.30 1.44 2.85 1.41 2.22 4.49 4.74 4.65

4800 1.58 1.31 1.44 2.85 1.41 2.42 4.70 5.00 4.87

4830 1.79 2.07 1.93 2.99 1.06 2.50 4.86 3.90 4.45

4860 1.79 2.03 1.91 2.99 1.08 2.58 5.34 4.27 4.09

4890 1.54 1.16 1.35 2.92 1.57 3.15 6.28 7.38 5.83

4920 1.42 1.21 1.32 2.96 1.64 3.93 6.75 8.74 8.06

4950 1.51 1.22 1.36 2.93 1.57 3.82 7.39 8.81 8.78

4980 1.52 1.41 1.47 2.95 1.48 3.55 7.01 7.79 8.30

5010 1.58 1.42 1.50 2.94 1.44 3.69 7.38 7.95 7.87

5040 1.51 1.38 1.44 2.96 1.52 3.42 8.09 8.74 8.35

5070 1.68 1.55 1.61 2.97 1.36 3.29 7.30 7.18 7.96

5100 1.65 1.60 1.62 2.97 1.35 3.24 6.73 6.72 6.95

5130 1.74 1.52 1.63 2.99 1.36 3.68 7.09 7.33 7.03

5160 1.74 1.56 1.65 3.12 1.47 3.48 6.97 7.66 7.50

5190 1.60 1.63 1.61 2.89 1.28 3.06 7.15 6.53 7.10

5220 1.59 1.55 1.57 2.98 1.41 3.59 6.97 7.44 6.99

5250 1.61 1.58 1.60 2.94 1.34 2.72 5.94 5.79 6.62

5280 1.58 1.46 1.52 2.91 1.39 2.53 6.54 6.30 6.05

5310 1.88 1.37 1.63 2.93 1.30 2.64 5.98 5.61 5.96

5340 1.93 1.51 1.72 2.97 1.25 3.71 6.55 6.39 6.00



5370 1.81 1.54 1.67 2.96 1.29 3.35 6.07 6.07 6.23

5400 1.76 1.51 1.64 2.93 1.29 3.96 6.64 6.83 6.45

5430 1.95 1.31 1.63 2.90 1.27 4.23 7.01 7.15 6.99

5460 1.80 1.31 1.56 3.03 1.47 3.79 7.14 8.01 7.58

5490 1.74 1.54 1.64 3.04 1.40 4.16 7.18 7.92 7.97

5520 1.67 1.54 1.60 3.04 1.44 3.74 7.30 7.93 7.93

5550 1.66 1.49 1.58 2.96 1.38 3.67 7.15 7.47 7.70

5580 1.63 1.41 1.52 2.97 1.45 3.97 7.02 7.94 7.71

5610 1.65 1.44 1.55 2.97 1.42 3.86 6.58 7.44 7.69

5640 1.58 1.50 1.54 2.94 1.40 3.67 6.66 7.25 7.35

5670 1.68 1.44 1.56 2.98 1.42 3.85 7.01 7.70 7.48

5700 1.56 1.44 1.50 2.95 1.45 4.48 7.44 8.66 8.18

5730 1.69 2.26 1.97 3.08 1.11 3.55 7.12 5.93 7.30

5760 1.81 1.36 1.58 3.04 1.46 3.50 8.50 8.76 7.35

5790 1.83 1.39 1.61 3.05 1.44 4.01 9.06 9.38 9.07

5820 1.80 1.44 1.62 2.99 1.37 4.03 7.70 8.01 8.70

5850 1.81 1.39 1.60 2.94 1.34 3.78 6.86 7.10 7.56

5880 1.69 1.40 1.54 2.93 1.39 4.01 7.56 8.06 7.58

5910 1.68 2.23 1.95 2.99 1.04 4.01 8.42 6.43 7.25

5940 1.84 1.50 1.67 2.95 1.28 3.90 8.29 7.81 7.12

5970 1.85 1.19 1.52 2.94 1.42 3.92 8.17 8.61 8.21

6000 2.01 1.23 1.62 3.05 1.43 3.59 8.81 8.86 8.74

6030 2.00 1.16 1.58 2.93 1.35 3.43 8.42 7.98 8.42

6060 2.17 1.07 1.62 3.09 1.47 3.57 7.95 8.46 8.22

6090 2.07 1.19 1.63 2.96 1.33 3.40 8.35 7.84 8.15

6120 2.14 1.14 1.64 3.02 1.38 3.61 8.48 8.36 8.10

6150 1.96 1.17 1.57 3.17 1.60 3.76 8.86 10.09 9.23

6180 1.94 1.17 1.55 3.15 1.60 3.78 9.21 10.36 10.23

6210 1.96 1.05 1.50 3.20 1.70 3.77 9.35 11.17 10.77

6240 2.03 1.18 1.60 3.24 1.64 3.90 9.39 10.92 11.05

6270 1.97 1.16 1.57 3.49 1.92 3.62 9.38 12.46 11.69

6300 1.99 1.26 1.63 3.21 1.58 3.57 10.47 11.09 11.78

6330 1.93 1.37 1.65 3.37 1.72 3.75 9.73 11.56 11.33

6360 1.94 1.47 1.70 3.29 1.59 3.37 8.50 9.42 10.49

6390 2.09 1.31 1.70 3.27 1.57 3.29 7.65 8.57 9.00

6420 1.93 1.19 1.56 3.33 1.77 3.40 8.71 10.75 9.66

6450 1.90 1.22 1.56 3.17 1.61 3.96 9.49 10.80 10.78

6480 1.92 1.19 1.55 3.30 1.75 3.79 9.56 11.65 11.23

6510 1.97 1.16 1.57 3.08 1.51 3.17 9.45 9.54 10.60

6540 1.92 1.16 1.54 3.10 1.56 3.03 8.58 9.07 9.31

6570 1.61 1.21 1.41 3.24 1.83 2.53 7.30 9.00 9.04

6600 1.61 1.16 1.38 3.19 1.81 0.88 4.07 4.47 6.74

6630 1.06 1.54 1.30 3.06 1.76 1.25 4.14 4.73 4.60

6660 0.94 1.30 1.12 3.02 1.90 2.67 6.32 8.56 6.65

6690 0.95 1.28 1.11 3.00 1.89 2.89 5.96 8.36 8.46

6720 -0.07 -0.07 -0.07 3.11 3.18 2.41 3.70 9.73 9.05

6732 0.00 -0.06 -0.03 3.16 3.19 2.54 0.00 4.06 6.90



6750 -0.07 -0.07 -0.07 2.90 2.97 2.40 5.45 11.65 7.86

6780 1.10 1.54 1.32 3.10 1.78 2.46 5.25 6.86 9.26

6810 2.22 1.62 1.92 3.13 1.21 2.51 5.43 4.79 5.83

6840 2.20 1.66 1.93 3.27 1.34 2.72 5.28 5.38 5.09

6870 2.11 1.69 1.90 3.29 1.39 2.67 5.39 5.62 5.50

6900 2.13 1.77 1.95 3.33 1.38 2.63 5.49 5.61 5.62

6930 2.20 1.93 2.06 3.58 1.52 2.84 6.53 7.14 6.38

6960 2.21 1.97 2.09 3.31 1.22 2.88 6.12 5.47 6.31

6990 2.21 1.95 2.08 3.31 1.23 2.92 5.55 5.19 5.33

7020 2.41 1.99 2.20 3.37 1.17 2.81 5.79 5.03 5.11

7050 2.25 2.25 2.25 3.33 1.08 2.67 5.83 4.61 4.82

7080 2.28 1.99 2.14 3.33 1.19 2.65 5.50 4.84 4.73

7110 2.28 2.02 2.15 3.31 1.16 2.67 5.57 4.77 4.81

7140 2.14 1.96 2.05 3.24 1.19 2.94 6.07 5.36 5.07

7170 2.25 1.80 2.03 3.24 1.21 2.75 5.54 5.00 5.18

7200 1.79 1.79 1.79 2.81 1.02 3.02 5.66 4.41 4.71

7228 0.00 -0.44 -0.22 3.01 3.23 2.33 0.00 3.76 4.09

7260 1.91 1.68 1.79 3.31 1.52 2.34 6.37 6.63 5.20

7290 2.40 1.82 2.11 3.33 1.22 2.21 4.00 3.77 5.20

7320 2.35 2.19 2.27 3.37 1.10 2.47 3.72 3.41 3.59

7350 2.34 2.01 2.18 3.23 1.05 2.80 4.38 3.76 3.59

7380 2.34 2.00 2.17 3.23 1.06 2.95 4.72 4.06 3.91

7410 2.34 2.04 2.19 3.37 1.18 2.86 4.72 4.47 4.27

7440 2.30 2.01 2.15 3.37 1.22 2.98 4.85 4.77 4.62

7470 2.30 2.03 2.17 3.42 1.25 3.18 5.06 5.14 4.96

7500 2.22 1.80 2.01 3.43 1.42 3.29 7.38 7.56 6.35

7530 2.23 2.07 2.15 3.47 1.32 2.66 5.82 5.60 6.58

7560 2.35 2.11 2.23 2.93 0.70 2.45 5.59 2.80 4.20

7590 2.34 2.07 2.21 3.52 1.31 2.65 5.37 5.25 4.03

7620 2.28 2.06 2.17 3.60 1.43 2.81 5.48 5.91 5.58

7650 2.23 2.08 2.16 3.61 1.45 2.82 6.06 6.42 6.17

7680 2.23 2.15 2.19 3.61 1.42 2.92 6.95 6.99 6.71

7710 2.19 1.88 2.04 3.56 1.52 3.38 8.11 8.74 7.87

7740 2.17 1.78 1.97 3.54 1.57 3.25 7.56 8.50 8.62

7770 2.09 1.80 1.94 3.39 1.45 3.10 7.26 7.50 8.00

7800 2.21 1.91 2.06 3.51 1.45 3.63 7.30 7.90 7.70

7830 2.09 1.98 2.04 3.60 1.56 3.91 6.13 7.83 7.87

7860 2.02 1.90 1.96 3.48 1.52 4.05 6.84 8.26 8.05

7890 1.90 1.99 1.94 3.51 1.57 4.08 7.15 8.83 8.55

7920 1.91 1.94 1.92 3.43 1.51 3.93 7.34 8.50 8.67

7950 1.99 2.09 2.04 3.53 1.49 3.32 6.71 7.48 7.99

7980 2.41 1.98 2.19 3.53 1.34 4.13 7.03 7.46 7.47

8010 2.38 1.99 2.18 3.53 1.35 2.44 5.19 5.16 6.31

8040 2.32 1.99 2.15 3.53 1.38 2.54 5.27 5.39 5.28

8070 2.33 1.98 2.16 3.56 1.40 2.77 5.71 5.92 5.66

8100 2.36 1.89 2.12 3.57 1.45 2.94 6.75 7.01 6.47

8130 2.29 1.99 2.14 3.54 1.40 3.01 6.47 6.65 6.83



8160 2.38 2.08 2.23 3.75 1.52 2.99 7.36 7.84 7.25

8190 2.72 1.96 2.34 3.65 1.31 2.93 6.74 6.34 7.09

8220 2.45 2.06 2.26 3.68 1.42 3.07 6.73 6.96 6.65

8250 2.50 2.00 2.25 3.60 1.35 3.16 6.55 6.55 6.76

8280 2.49 1.93 2.21 3.63 1.42 3.12 6.97 7.18 6.87

8310 2.36 1.85 2.10 3.61 1.51 3.18 6.77 7.49 7.34

8340 2.49 1.86 2.17 3.63 1.46 3.22 6.21 6.87 7.18

8370 2.55 1.85 2.20 3.14 0.94 3.55 6.69 4.81 5.84

8400 2.45 1.87 2.16 3.10 0.94 2.78 7.15 4.67 4.74

8430 3.02 1.84 2.43 3.19 0.76 2.65 6.71 3.54 4.11

8460 2.49 1.87 2.18 3.23 1.05 2.85 6.88 5.11 4.33

8490 2.52 1.79 2.15 3.36 1.21 2.66 6.67 5.63 5.37

8520 2.52 1.83 2.18 3.27 1.09 2.67 7.87 5.74 5.69

8550 2.65 1.78 2.21 3.13 0.92 2.81 6.12 4.11 4.93

8580 2.32 1.93 2.13 3.32 1.19 2.68 6.10 5.22 4.67

8610 2.39 1.72 2.05 3.18 1.13 2.58 5.59 4.61 4.92

8640 2.32 1.64 1.98 3.33 1.35 2.58 6.35 6.00 5.31

8670 2.24 1.52 1.88 2.97 1.09 2.93 6.77 5.30 5.65

8700 2.25 1.60 1.93 3.20 1.27 2.55 5.63 5.21 5.26

8730 2.46 1.56 2.01 3.13 1.12 3.28 6.89 5.69 5.45

8760 2.18 1.58 1.88 3.15 1.27 2.85 7.55 6.59 6.14

8787 -0.16 -0.01 -0.08 3.11 3.19 2.84 0.00 4.52 5.56

8820 1.61 1.66 1.63 3.10 1.47 3.45 8.32 8.62 6.57

8850 2.10 1.56 1.83 3.10 1.27 2.52 7.00 6.02 7.32

8880 2.13 1.70 1.91 2.95 1.04 2.38 6.41 4.55 5.29

8910 2.17 1.52 1.84 3.06 1.22 2.01 6.05 4.90 4.73

8940 2.15 1.59 1.87 3.11 1.24 2.39 5.93 5.16 5.03

8970 2.28 1.72 2.00 3.07 1.07 2.22 6.83 4.83 5.00

9000 2.28 1.54 1.91 3.04 1.13 2.25 6.98 5.23 5.03

9030 2.30 1.90 2.10 3.16 1.06 2.51 5.73 4.37 4.80

9060 2.38 1.79 2.09 3.22 1.13 2.07 5.08 4.02 4.20

9090 2.39 1.48 1.93 3.16 1.23 2.77 6.53 5.69 4.86

9120 2.06 1.87 1.96 3.16 1.20 2.96 5.56 5.09 5.39

9150 2.06 1.68 1.87 3.19 1.32 1.85 7.40 6.11 5.60

9180 2.10 1.61 1.85 3.01 1.16 2.04 6.42 4.90 5.51

9210 2.11 1.63 1.87 3.20 1.33 1.92 7.66 6.34 5.62

9240 2.09 1.46 1.78 3.24 1.46 1.48 7.75 6.76 6.55

9270 2.09 1.53 1.81 2.98 1.17 1.70 5.93 4.46 5.61

9300 1.93 1.66 1.80 2.91 1.11 3.18 10.00 7.28 5.87

9330 1.93 1.93 1.93 3.80 1.87 5.99 12.26 17.08 12.18

9360 1.93 1.65 1.79 3.14 1.35 2.33 6.55 6.01 11.55

9390 1.96 1.69 1.83 3.10 1.27 2.21 7.44 6.11 6.06

9420 1.92 1.69 1.81 3.16 1.35 1.96 6.06 5.42 5.77

9450 1.97 2.05 2.01 3.13 1.12 1.50 4.70 3.46 4.44

9480 1.97 2.95 2.46 3.05 0.59 1.15 4.40 1.65 2.56

9510 1.97 1.75 1.86 3.05 1.19 1.15 4.31 3.26 2.46

9540 1.96 1.76 1.86 3.53 1.67 2.11 10.46 10.49 6.88



9547 -0.06 0.00 -0.03 3.54 3.57 1.37 0.00 2.45 6.47

9570 1.97 1.65 1.81 3.38 1.57 2.12 9.14 8.83 5.64

9600 2.03 1.54 1.79 3.22 1.43 2.70 7.97 7.64 8.24

9630 2.04 1.44 1.74 3.22 1.48 2.71 7.75 7.75 7.70

9660 2.02 1.43 1.73 3.26 1.53 2.62 7.75 7.91 7.83

9690 2.01 1.54 1.78 3.26 1.48 2.51 8.00 7.75 7.83

9720 2.12 1.40 1.76 3.57 1.81 2.57 8.57 10.07 8.91

9750 2.31 2.08 2.19 3.57 1.38 2.62 7.94 7.28 8.68

9780 2.14 1.40 1.77 3.58 1.81 2.67 8.23 9.83 8.56

9810 2.03 1.45 1.74 3.38 1.64 2.81 7.63 8.55 9.19

9840 2.11 1.57 1.84 3.44 1.60 3.07 9.25 9.84 9.20

9870 2.21 1.45 1.83 3.44 1.61 3.02 8.77 9.50 9.67

9900 2.12 1.39 1.76 3.37 1.61 3.01 8.42 9.21 9.36

9930 2.09 1.56 1.82 3.28 1.46 3.02 8.43 8.39 8.80

9960 2.14 1.55 1.85 3.13 1.28 3.92 7.67 7.43 7.91

9990 1.92 1.56 1.74 3.12 1.38 3.24 7.27 7.26 7.35

10020 1.92 1.57 1.75 3.04 1.29 2.36 7.55 6.38 6.82

10050 1.94 1.49 1.72 3.16 1.44 2.59 7.66 7.40 6.89

10080 1.90 1.62 1.76 3.24 1.48 2.61 7.82 7.74 7.57

10110 1.91 1.50 1.71 2.96 1.25 2.74 7.63 6.48 7.11

10140 2.00 1.46 1.73 2.79 1.06 2.67 6.87 5.04 5.76

10170 1.95 1.16 1.56 2.71 1.15 2.96 6.78 5.61 5.33

10200 2.01 1.53 1.77 3.16 1.39 3.46 6.85 7.18 6.40

10230 1.93 1.73 1.83 3.21 1.38 3.01 7.48 7.24 7.21

10260 1.99 1.83 1.91 3.07 1.16 3.05 7.37 6.04 6.64

10290 2.08 1.78 1.93 3.19 1.26 2.85 7.30 6.37 6.21

10320 1.98 1.76 1.87 3.10 1.23 2.86 7.33 6.26 6.32

10350 2.04 1.80 1.92 2.85 0.93 4.28 8.33 5.87 6.07

10380 1.83 1.64 1.74 3.12 1.38 2.79 7.10 6.81 6.34

10410 1.86 1.57 1.71 3.11 1.40 3.01 8.16 7.83 7.32

10440 1.78 1.64 1.71 3.26 1.55 2.71 8.62 8.76 8.30

10470 1.84 1.62 1.73 3.21 1.48 2.81 8.44 8.32 8.54

10500 1.98 1.56 1.77 3.32 1.55 3.03 8.44 8.90 8.61

10530 1.91 1.53 1.72 3.33 1.61 2.96 8.92 9.58 9.24

10560 1.95 1.43 1.69 3.33 1.64 2.62 8.84 9.41 9.50

10590 1.96 1.45 1.70 3.50 1.80 2.66 9.17 10.62 10.02

10620 2.09 1.57 1.83 3.37 1.54 2.62 6.72 7.19 8.91

10650 2.08 1.62 1.85 3.26 1.41 3.22 7.52 7.60 7.40

10680 2.15 1.42 1.78 3.65 1.87 3.21 7.53 10.06 8.83

10710 2.08 1.55 1.81 3.51 1.70 3.26 7.15 8.82 9.44

10740 2.03 1.58 1.80 3.45 1.65 3.36 7.44 8.92 8.87

10770 2.08 1.53 1.81 3.27 1.46 3.30 8.16 8.38 8.65

10800 2.06 1.61 1.83 3.20 1.37 3.04 8.51 7.90 8.14

10830 2.19 1.69 1.94 3.36 1.42 2.50 6.21 6.17 7.04

10860 2.32 1.65 1.99 3.35 1.36 3.15 7.31 7.12 6.65

10890 2.22 2.27 2.25 3.47 1.22 2.68 6.14 5.38 6.25

10920 2.37 1.65 2.01 3.36 1.35 3.72 7.13 7.30 6.34



10950 2.37 1.94 2.16 3.34 1.18 3.29 6.30 5.64 6.47

10980 2.00 1.36 1.68 2.97 1.29 3.13 11.00 9.09 7.37

11010 1.62 1.44 1.53 2.80 1.27 3.13 10.09 8.37 8.73

11040 1.63 1.46 1.54 2.80 1.26 3.59 15.31 11.87 10.12

11070 1.60 1.43 1.51 2.85 1.34 3.35 10.23 9.10 10.49

11100 1.57 1.49 1.53 2.70 1.17 3.50 9.96 7.91 8.51

11130 1.63 1.45 1.54 2.77 1.23 3.69 9.58 8.15 8.03

11160 1.65 1.49 1.57 2.84 1.27 3.79 9.06 8.17 8.16

11190 1.62 1.48 1.55 2.90 1.35 3.65 9.20 8.66 8.42

11220 1.63 1.43 1.53 2.90 1.37 3.46 9.47 8.85 8.76

11250 1.67 1.51 1.59 2.82 1.23 3.26 9.46 7.82 8.34

11280 1.67 1.50 1.58 2.82 1.24 3.07 9.52 7.80 7.81

11310 1.67 1.49 1.58 3.01 1.43 2.94 9.16 8.63 8.22

11340 1.67 1.51 1.59 3.01 1.42 2.85 8.67 8.16 8.40

11370 1.61 1.52 1.57 2.88 1.31 2.54 8.33 7.12 7.64

11400 1.50 1.53 1.52 2.88 1.36 2.30 7.78 6.85 6.99

11430 1.58 1.46 1.52 3.04 1.52 2.47 7.90 7.85 7.35

11460 1.62 1.47 1.54 3.12 1.58 2.80 6.89 7.64 7.75

11490 1.69 1.48 1.58 3.18 1.60 2.69 6.73 7.54 7.59

11520 1.65 1.45 1.55 3.18 1.63 2.70 6.82 7.77 7.66

11550 1.58 1.40 1.49 3.12 1.63 3.00 8.19 9.10 8.44

11580 1.65 1.36 1.51 3.11 1.60 2.72 9.10 9.46 9.28

11610 1.57 1.44 1.50 3.03 1.53 2.73 9.17 9.09 9.28

11640 1.59 1.43 1.51 3.03 1.52 2.69 8.42 8.42 8.76

11670 1.60 1.59 1.59 2.91 1.32 2.61 7.76 6.82 7.62

11700 1.60 1.52 1.56 2.94 1.38 2.80 8.57 7.83 7.33

11730 1.60 1.54 1.57 2.94 1.37 2.90 9.18 8.29 8.06

11760 1.51 1.44 1.47 2.86 1.39 3.07 9.57 8.79 8.54

11790 1.51 1.45 1.48 2.86 1.38 3.24 7.83 7.64 8.22

11820 1.61 1.49 1.55 3.05 1.50 2.71 5.41 6.10 6.87

11850 1.60 1.37 1.49 3.05 1.56 2.43 7.52 7.78 6.94

11880 1.54 1.63 1.59 3.16 1.57 2.23 6.86 7.14 7.46

11910 1.67 1.57 1.62 2.91 1.29 2.46 6.63 5.87 6.51

11940 1.63 1.55 1.59 2.89 1.30 2.56 7.78 6.70 6.29

11970 1.62 1.52 1.57 2.96 1.39 2.54 7.45 6.93 6.82

12000 1.62 1.53 1.57 2.96 1.39 2.27 7.50 6.78 6.86

12030 1.59 1.70 1.64 2.88 1.24 2.30 6.83 5.64 6.21

12060 1.59 1.69 1.64 2.88 1.24 2.38 6.00 5.18 5.41

12090 1.59 1.57 1.58 2.94 1.36 2.54 6.41 6.09 5.64

12120 1.42 1.61 1.52 2.94 1.42 2.65 6.95 6.82 6.46

12150 1.61 1.63 1.62 2.94 1.32 2.41 7.22 6.38 6.60

12180 1.61 1.62 1.62 2.94 1.32 2.33 7.56 6.55 6.47

12210 1.65 1.57 1.61 2.97 1.36 2.72 8.11 7.38 6.97

12240 1.64 1.57 1.61 3.14 1.53 2.25 7.85 7.71 7.55

12270 1.70 1.57 1.63 3.02 1.39 2.05 7.42 6.59 7.15

12300 1.88 1.42 1.65 3.02 1.37 2.33 7.23 6.56 6.58

12330 1.85 1.34 1.60 3.04 1.44 2.70 8.21 7.83 7.20



12360 1.77 1.36 1.57 3.02 1.45 2.47 8.10 7.67 7.75

12390 1.71 1.41 1.56 2.93 1.37 2.49 8.02 7.17 7.42

12420 1.74 1.42 1.58 2.86 1.28 2.51 8.26 6.88 7.03

12450 1.80 2.00 1.90 2.94 1.04 2.95 7.87 5.60 6.24

12480 1.62 1.99 1.81 3.11 1.30 3.06 7.11 6.60 6.10

12510 1.79 0.70 1.25 3.08 1.83 2.46 7.98 9.54 8.07

12540 1.75 1.35 1.55 3.08 1.53 2.93 7.93 8.32 8.93

12570 2.00 1.42 1.71 2.89 1.18 2.67 6.51 5.42 6.87

12600 1.72 1.45 1.59 2.90 1.31 2.19 6.71 5.82 5.62

12630 1.71 1.45 1.58 2.94 1.36 2.37 8.35 7.32 6.57

12660 1.78 1.43 1.61 3.08 1.47 2.47 7.93 7.66 7.49

12690 1.99 1.46 1.72 3.00 1.28 2.67 7.65 6.62 7.14

12720 1.95 1.48 1.72 2.99 1.27 2.71 7.78 6.67 6.65

12750 2.05 1.45 1.75 3.09 1.34 2.76 6.76 6.37 6.52

12780 2.22 1.48 1.85 3.18 1.33 3.04 7.38 6.94 6.66

12810 2.04 1.46 1.75 2.97 1.22 3.14 9.00 7.41 7.18

12840 1.82 1.45 1.64 2.94 1.30 3.70 10.55 9.26 8.34

12870 2.17 1.39 1.78 3.08 1.30 3.86 9.65 8.76 9.01

12900 1.78 1.44 1.61 3.09 1.48 3.13 7.87 8.14 8.45

12930 1.73 1.60 1.67 3.12 1.45 2.71 9.50 8.84 8.49

12960 1.73 1.42 1.57 2.94 1.37 3.22 8.35 7.95 8.40

12990 1.73 1.25 1.49 2.84 1.35 3.47 8.00 7.74 7.85

13020 1.65 1.44 1.55 2.89 1.34 3.22 7.34 7.09 7.42

13050 1.54 1.25 1.40 3.01 1.61 2.75 6.72 7.62 7.36

13080 1.28 1.72 1.50 3.01 1.51 2.86 7.00 7.45 7.54

13110 1.48 1.65 1.57 3.01 1.44 3.17 7.80 7.89 7.67

13140 1.41 1.59 1.50 2.88 1.38 3.14 8.20 7.83 7.86

13170 1.51 0.96 1.24 2.84 1.60 3.31 8.06 9.12 8.48

13200 1.65 1.52 1.58 2.91 1.33 3.37 7.10 6.95 8.04

13230 2.85 1.44 2.15 2.80 0.65 4.12 7.31 3.71 5.33

13260 1.70 1.42 1.56 2.88 1.32 3.76 6.93 7.04 5.38

13290 1.69 2.06 1.88 2.88 1.00 2.65 6.06 4.37 5.71

13320 1.71 1.80 1.75 2.89 1.14 2.81 6.22 5.14 4.76

13350 1.69 1.73 1.71 3.14 1.43 3.69 7.09 7.68 6.41

13380 2.07 1.64 1.85 3.07 1.22 3.76 7.96 7.14 7.41

13410 2.10 1.64 1.87 3.05 1.18 4.34 8.88 7.79 7.47

13440 1.98 0.80 1.39 3.09 1.70 3.44 7.67 9.44 8.62

13470 1.97 1.50 1.74 3.27 1.53 2.54 7.56 7.70 8.57

13500 1.62 1.47 1.54 3.25 1.71 2.33 7.51 8.42 8.06

13530 1.82 1.53 1.67 3.26 1.59 2.25 8.24 8.32 8.37

13560 1.83 1.49 1.66 3.21 1.55 2.21 7.30 7.34 7.83

13590 1.85 1.58 1.72 3.24 1.52 2.44 7.71 7.70 7.52

13620 2.30 1.58 1.94 3.05 1.11 2.69 7.90 5.87 6.79

13650 1.99 1.51 1.75 3.08 1.33 3.56 8.33 7.91 6.89

13680 1.93 1.33 1.63 3.03 1.40 3.17 8.74 8.32 8.12

13710 1.90 0.52 1.21 3.00 1.79 3.53 8.06 10.37 9.35

13740 2.00 0.53 1.26 3.16 1.90 2.89 6.75 9.17 9.77



13770 1.55 0.52 1.03 3.16 2.13 2.89 6.87 10.42 9.80

13800 1.80 0.67 1.24 3.15 1.91 3.37 6.75 9.66 10.04

13830 1.87 0.81 1.34 3.07 1.73 3.66 7.17 9.38 9.52

13860 1.93 0.88 1.40 3.17 1.77 3.78 7.30 9.78 9.58

13890 2.06 2.17 2.11 3.05 0.94 3.42 8.87 5.77 7.78

13920 2.02 1.68 1.85 3.20 1.35 3.14 8.64 7.94 6.86

13950 1.94 1.83 1.89 3.16 1.27 2.52 8.38 6.91 7.43

13980 1.94 1.84 1.89 2.96 1.07 3.26 8.09 6.05 6.48

14010 1.92 1.85 1.88 2.97 1.09 3.92 7.53 6.22 6.14

14040 1.96 1.85 1.91 3.04 1.13 4.51 8.39 7.29 6.76

14070 1.87 1.07 1.47 3.02 1.55 3.40 7.45 8.41 7.85

14100 1.90 0.85 1.38 2.91 1.53 3.10 6.79 7.59 8.00

14130 2.01 1.59 1.80 2.97 1.17 3.44 7.13 6.21 6.90

14160 2.14 1.58 1.86 2.95 1.09 3.96 7.80 6.39 6.30

14190 2.03 1.23 1.63 3.02 1.39 2.75 6.78 6.64 6.52

14220 1.89 1.24 1.57 3.00 1.43 2.97 7.48 7.49 7.07

14250 1.64 1.51 1.57 3.04 1.47 2.85 7.96 7.96 7.73

14280 1.42 1.45 1.43 2.95 1.52 2.81 8.43 8.54 8.25

14310 1.51 1.43 1.47 2.95 1.48 2.10 6.26 6.20 7.37

14340 1.60 1.57 1.58 2.96 1.38 2.04 6.75 6.06 6.13

14370 1.80 1.61 1.71 2.96 1.25 2.06 7.42 5.93 6.00

14400 1.81 1.03 1.42 3.01 1.59 3.10 6.32 7.50 6.72

14430 1.80 1.03 1.42 2.96 1.54 2.95 6.55 7.29 7.40

14460 1.97 1.64 1.81 3.06 1.25 4.14 7.81 7.47 7.38

14490 2.03 1.77 1.90 3.12 1.22 3.83 7.02 6.63 7.05

14520 2.11 1.62 1.87 3.22 1.35 3.56 6.59 6.83 6.73

14550 2.11 1.58 1.85 3.23 1.38 3.23 6.61 6.78 6.81

14580 2.03 1.62 1.83 3.06 1.23 3.71 8.77 7.67 7.23

14610 2.03 1.65 1.84 3.40 1.56 3.43 8.48 9.29 8.48

14640 2.05 1.72 1.89 3.39 1.50 2.57 7.19 7.32 8.31

14670 1.94 1.66 1.80 3.23 1.43 2.64 6.69 6.65 6.99

14700 2.44 1.74 2.09 3.27 1.18 2.98 8.48 6.77 6.71

14730 2.30 1.94 2.12 2.96 0.84 3.29 7.98 4.75 5.76

14760 2.30 1.94 2.12 3.03 0.91 3.28 6.40 4.41 4.58

14790 2.27 1.94 2.11 3.32 1.21 2.88 6.26 5.54 4.98

14820 2.14 1.93 2.04 3.15 1.11 2.53 6.43 4.99 5.27

14850 2.18 1.89 2.03 3.15 1.12 3.48 7.07 5.93 5.46

14880 2.12 1.93 2.03 3.13 1.10 3.25 8.42 6.39 6.16

14910 2.04 1.98 2.01 2.99 0.98 1.98 6.38 4.11 5.25

14940 2.15 2.14 2.14 3.02 0.88 1.88 6.25 3.58 3.85

14970 1.97 1.99 1.98 3.04 1.06 1.38 5.27 3.53 3.56

15000 1.86 1.94 1.90 3.04 1.14 1.55 5.68 4.12 3.83

15030 1.88 1.94 1.91 3.12 1.21 1.23 6.50 4.68 4.40

15060 2.07 1.98 2.03 3.22 1.19 1.12 5.81 4.13 4.41

15090 2.07 2.01 2.04 3.21 1.17 1.41 4.39 3.40 3.77

15120 2.13 2.01 2.07 3.26 1.19 1.93 5.14 4.21 3.81

15150 2.10 2.00 2.05 3.37 1.32 1.74 5.22 4.58 4.40



15180 2.07 1.99 2.03 3.34 1.31 2.02 5.18 4.71 4.65

15210 2.08 2.03 2.05 3.19 1.14 2.37 5.10 4.27 4.49

15240 2.24 2.12 2.18 3.36 1.18 1.62 6.08 4.54 4.41

15270 2.06 2.11 2.09 3.27 1.18 1.99 5.06 4.17 4.36

15300 2.07 2.09 2.08 3.24 1.16 1.99 4.59 3.81 3.99

15330 2.05 2.10 2.08 3.15 1.07 1.41 4.86 3.35 3.58

15360 2.13 2.15 2.14 3.03 0.89 1.82 4.60 2.85 3.10

15390 1.99 2.23 2.11 3.20 1.09 2.16 4.83 3.79 3.32

15420 2.17 2.28 2.22 3.07 0.85 1.27 4.70 2.54 3.17

15450 1.92 2.08 2.00 3.06 1.06 1.18 3.91 2.71 2.63

15480 2.29 2.00 2.15 3.06 0.91 1.31 4.56 2.68 2.70

15510 2.12 2.30 2.21 3.13 0.92 1.77 3.74 2.53 2.61

15540 2.23 2.17 2.20 3.22 1.02 2.93 7.17 5.16 3.85

15570 2.18 2.14 2.16 3.19 1.03 3.16 5.90 4.65 4.91

15600 2.19 2.16 2.17 3.05 0.88 3.32 7.44 4.75 4.70

15630 1.98 2.08 2.03 3.00 0.97 3.08 6.14 4.46 4.61

15660 1.98 1.59 1.78 3.01 1.23 2.79 5.35 5.02 4.74

15690 2.18 1.69 1.94 3.02 1.08 2.11 5.61 4.16 4.59

15720 1.96 1.94 1.95 3.00 1.05 2.39 5.12 3.93 4.05

15750 1.97 2.04 2.00 3.05 1.05 2.73 5.85 4.48 4.21

15780 1.86 2.00 1.93 3.01 1.08 3.36 6.31 5.24 4.86

15810 2.15 1.92 2.04 3.02 0.98 3.57 6.64 5.01 5.13

15840 2.18 2.45 2.31 3.10 0.79 3.40 5.38 3.48 4.25

15870 2.25 1.94 2.09 3.11 1.02 3.28 5.93 4.68 4.08

15900 2.29 2.10 2.19 3.16 0.97 3.12 5.83 4.32 4.50

15930 2.33 2.16 2.24 3.10 0.86 2.51 5.40 3.41 3.87

15960 2.26 2.05 2.16 3.06 0.90 2.94 5.73 3.89 3.65

15990 2.30 2.17 2.23 3.13 0.90 3.10 5.83 4.03 3.96

16020 2.00 2.01 2.00 3.03 1.03 3.04 5.96 4.64 4.34

16050 2.01 2.07 2.04 3.03 0.99 3.46 7.38 5.39 5.02

16080 2.15 1.91 2.03 2.94 0.91 2.47 5.74 3.72 4.56

16110 1.94 1.75 1.85 3.10 1.25 2.86 5.89 5.46 4.59

16140 2.30 2.06 2.18 3.19 1.01 2.77 6.78 4.81 5.14

16170 2.46 2.14 2.30 3.29 0.99 2.56 5.25 3.85 4.33

16200 2.45 2.25 2.35 3.27 0.92 2.71 4.85 3.47 3.66

16230 2.41 2.47 2.44 3.47 1.03 2.81 4.60 3.82 3.65

16260 2.52 2.02 2.27 3.54 1.27 2.84 4.58 4.70 4.26

16290 2.45 2.47 2.46 3.27 0.81 2.79 5.35 3.29 4.00

16320 2.38 2.04 2.21 2.99 0.78 3.87 6.69 4.13 3.71

16350 2.28 1.62 1.95 3.29 1.34 2.49 6.31 5.91 5.02

16380 2.36 1.62 1.99 3.29 1.30 2.59 7.60 6.64 6.28

16405 -0.49 -0.49 -0.49 4.05 4.54 3.11 0.00 7.06 6.85

16440 1.49 1.66 1.57 3.27 1.70 3.77 6.77 8.95 8.01



Annexure 3.2: Detail of The Location of Trees and Facilities Located Within the Proposed RoW

S.No. Structure Trees Coordinates Distance from creek

side end of

embankment(m)


Trees 1. - 1 tree Neem 18°46'42.83"N 73°

2'11.95"E 6.5

70

2. - Trees -5 (Bhend-3, Suvabal-1, Nariyal-1)

18°46'46.03"N 73° 2'10.50"E

6 180

3. - 1 Anwala Tree 18°46'46.40"N 73° 2'10.40"E

7.4 210-260

4. - 2 Trees Bhend

18°46'58.77"N 73° 2'3.83"E

9.0 540-570

5. - 3 trees Bhend 18°47'13.03"N 73° 1'5.08"E

7.5 2550

6. - 1 Tree Bhend 18°47'14.13"N 73° 1'4.67"E

9.5 2590

7. - 9 Tree, (Bhend-4, sevga-2, Nariyal-1 neem-2)

18°47'21.89"N 73° 0'58.06"E

8.8 2910-2930

8. - 3 Trees (Bhend-1, Sitaphal-1,Kaju-1)

18°47'23.45"N 73° 0'57.40"E

9.5 2970

9. - 1 Tree Bhend 18°47'21.89"N 73° 0'58.06"E

10 3360

10. - 1 Tree

18°47'17.94"N 72°59'59.16"E

4 7235

11. - 5 Trees (Bhendi-4,

siras-1)

18°46'23.93"N73° 0'2.13"E

7.4 9000

12. - 6 Trees (Bhendi

18°45'20.49"N 73° 0'27.98"E

6.5 13290

13. - 1 Tree Bhend 18°45'13.44"N 73° 0'37.52"E

7.2 13800

14. - 2 Tree Bhend 18°44'57.95"N 73° 1'24.52"E

6.8 15780

15. - 1 Tree Bhend 18°45'1.08"N 73° 1'54.30"E

9.0 16440

Mangrooves


18°47'13.83"N 73° 1'35.51"E

To

00 1650-1740



side 18°47'11.65"N 73° 1'31.82"E


side

18°48'0.11"N 73° 0'7.21"E

To 18°47'54.53"N 72°59'43.00"E

00 5010-5820


side

18°47'40.01"N 72°59'41.43"E

To 18°47'8.20"N 72°59'59.88"E

00 6270 -7590


side

18°46'46.06"N 73° 0'10.70"E To 18°46'24.38"N 73° 0'2.67"E

00 8340 -9090


side

18°46'21.78"N 73° 0'1.40"E To 18°46'19.42"N 73° 0'0.16"E

00 9150-9210


side

18°46'10.45"N 72°59'55.10"E To 18°45'58.70"N 72°59'50.78"E

00 9720-10350

22. - Mangrove Patches creek and landward

side

18°45'0.76"N 73° 1'46.06"E To 18°45'3.01"N 73° 1'53.13"E

00 16110-16380

Houses/Jhopadi 23. 1 House Pakka - 18°46'41.45"N, 73°

2'13.17"E 5 5

24. 1 House Pakka - 18°46'41.93"N 73° 2'12.53"E

10 10

25. 1 House Pakka

-- 18°46'42.83"N 73° 2'11.95"E

14

70

26. 1 House Pakka

-- 18°46'46.03"N 73° 2'10.50"E

9

180

27. 1 House Pakka - 18°47'10.98"N 73° 1'30.47"E

9 1800

28. 1 House kacha - 18°47'10.97"N 73° 1'30.07"E

10 1800 to 1850

29. 1 House kacha - 18°47'10.82"N 73° 1'29.33"E

9 1800 to 1850

30. 1 House Pakka - 18°47'10.52"N ,73° 1'27.80"E

15 1800 to 1890

31. 1 House Pakka - 18°47'10.94"N 73° 1'27.92"E

4 1800 to 1890

32. 1 House Pakka and jhopdi

- 18°47'10.38"N 73° 1'27.20"E

18 1800 to 1890



33. 1 House Pakka - 18°47'10.28"N 73° 1'26.96"E

20 1800 to 1890

34. 1 House Pakka and jhopdi

- 18°47'10.32"N 73° 1'26.70"E

12 1800 to 1890

35. 1 Jhopadi - 18°47'10.69"N 73° 1'26.63"E

8 1800 to 1890

36. 1 House Pakka - 18°47'10.38"N ,73° 1'26.86"E

20 1800 to 1890

37. 1 House Pakka - 18°47'10.59"N 73° 1'26.69"E

12 1800 to 1890

38. 1 Jhopadi - 18°47'10.59"N 73° 1'26.69"E

11 1800 to 1890

39. 1 Jhopdi - 18°47'10.38"N 73° 1'26.20"E

10 1800 to 1890

40. 1 Jhopdi - 18°47'10.58"N 73° 1'26.10"E

5 1800 to 1890

41. 1 House Pakka - 18°47'10.44"N 73° 1'26.08"E

7 1800 to 1890

42. 1 House Pakka - 18°47'10.37"N 73° 1'25.75"E

8 1800 to 1890

43. 1 House Pakka - 18°47'10.38"N 73° 1'25.54"E

10 1800 to 1890

44. Kaccha Jhopdi - 18°47'10.44"N 73° 1'24.66"E

2 1930

45. 1 Jhopdi kaccha

- 18°47'11.17"N 73° 1'9.08"E

13 2460

46. 1 Jhopdi - 18°47'11.83"N73° 1'7.29"E

11 2480 to 2500

47. House Pakka -- 18°46'23.93"N73° 0'2.13"E

9

9000

48. 3 Houses Pakka

- 18°45'22.27"N 73° 0'26.13"E

12 13260

Fish Pond/Pond 49. 1 Fish Pond -- 18°46'42.83"N 73°

2'11.95"E 14

70

50. 2 Fish Pond -- 18°46'46.03"N 73° 2'10.50"E

9

180

51. Pond - 18°46'53.29"N 73° 2'7.18"E

13 420

52. Pond - 18°46'54.10"N 73° 2'6.89"E

17 450

53. Pond - 18°46'54.66"N 73° 2'6.53"E

18 480

54. 1 Fish Pond - 18°47'18.72"N 73° 1'0.05"E

8 2850

55. 1 Pond - 18°47'11.31"N 73° 1'10.09"E

7 2340

56. 1 Pond - 18°47'11.57"N 73° 1'8.27"E

8 2470

57. 1 Pond - 18°47'21.89"N 73° 0'58.06"E

12 2940



58. 1 Pond - 18°47'22.69"N 73° 0'57.43"E

13 2945

59. 2 Pond - 18°47'35.29"N 73° 0'52.05"E

7 3280

60. 2 Pond - 18°47'51.55"N 73° 0'44.01"E

8 3780

61. 2 Pond - 18°45'51.78"N 72°59'48.35"E

17 10500

62. 1 Fish Pond - 18°45'12.97"N 73° 0'0.91"E

11 12420

63. 1 Fish Pond - 18°45'21.45"N 73° 0'17.99"E

5 13020

64. 1 Fish Pond - 18°45'20.43"N 73° 0'27.95"E

11 13320

65. 1 Fish Pond - 18°45'16.78"N 73° 0'36.19"E

10 13680

66. 2 Fish Pond

- 18°45'13.44"N 73° 0'37.52"E

13 13770 to 13800

67. `1 Pond (Prabhakar Sankar Thoi)

- 18°45'8.73"N 73° 0'44.69"E

15 14040

Electricity Poles and Electricity Line 68. 1 Electric Pole - 18°46'41.13"N ,73°

2'13.37"E 8.7 0

69. Service Electric Line

- 18°46'42.83"N 73° 2'11.95"E

13.7 75

70. 5 Electrical Pole

- 18°47'11.10"N 73° 1'30.05"E To 18°47'10.42"N 73° 1'25.11"E

5 1800 to 1890

71. 1 Electrical pole

- 18°47'12.16"N 73° 1'7.00"E

4 2480 to 2500

72. 1 electrical Pole

- 18°47'12.43"N 73° 1'6.38"E

4 2520


- 18°47'13.25"N 73° 1'5.27"E

10 2550 -2580


- 18°45'4.73"N 73° 1'51.94"E

10 16320-16350

Jetties 75. 1 Jetty - 18°46'42.44"N 73°

2'12.52"E 00 45

76. 1 Jetty - 18°47'10.38"N, 73° 1'24.49"E

00 1980 to 2040

77. 1 Jetty - 18°47'24.23"N 73° 0'57.12"E

6 2990

78. 1 Jetty - 18°46'31.06"N 73° 0'7.01"E

00 8790

79. 1 Jetty - 18°46'10.10"N 72°59'55.22"E

00 9585

80. 1 Jetty - 18°45'21.29"N 73° 0'23.47"E

00 13230

81. 1 jetty - 18°44'57.85"N 73° 1'25.29"E

12 15420



82. 1 Jetty - 18°45'1.02"N 73° 1'54.19"E

00 16440

Toilets 83. 3 Toilet-private - 18°47'10.62"N ,73°

1'26.49"E 8 1800 to 1890

84. Community Toilet

- 18°47'10.18"N 73° 1'23.26"E

5 1980 to 2040

85. 2 Toilet-community

- 18°47'21.36"N 73° 0'58.55"E

3 2910-2940

86. 1 Toilet-community

18°47'23.45"N 73° 0'57.40"E

5

2970

RCC Well 87. 1 Well RCC- - 18°47'10.10"N 73°

1'25.17"E 8 1910

Sheds 88. Shed 15*10

RCC - 18°47'10.46"N ,73°

1'24.36"E 8 1980 to 2040

89. 1 Passenger Shed

- 18°47'24.33"N 73° 0'57.02"E

7 2990

90. 1 Shed - 18°47'35.29"N 73° 0'52.05"E

7 3280

Ottas

91. 3 Otta - 18°47'10.18"N 73° 1'23.47"E

12 1980 to 2040

92. 1 Otta - 18°47'22.87"N 73° 0'57.38"E

10 2950-2970

93. 1 Otta - 18°47'24.08"N 73° 0'57.27"E

6 2985

Crematoria

94. 1 crematorium: 7 m X 6 m

- 18°47'10.14"N 73° 1'16.35"E

7 2280

95. 1crematorium: 6.8m X 6m

- 18°47'13.32"N 73° 1'5.50"E

3 2550 -2580

96. 1 Crematorium: 23m X 20m

- 18°46'11.41"N 72°59'56.02"E

10 9555

97. 1 crematorium: 12X 4 m

- 18°45'21.68"N 73° 0'18.57"E

6 13030

Road 98. Road - 18.789266°N-

73.016265° E to 18.790084°N-73.015875 E

- 2910-2970

Solar Lights 99. 1 Solar Light - 18°47'13.03"N 73°

1'5.08"E 8 2550 -2580

100. 1 Solar light - 18°45'4.73"N 73° 1'51.94"E

10 16320-16350

101. 1 Solar light - 18°45'4.10"N 73° 1'52.17"E

7 16350

102. 2 Solar light - 18°45'1.02"N 73° 1'54.19"E

10 16410 to 16440



Temples 103. 1 Temple

(Bahari dev) - 18°45'21.64"N 73°

0'23.44"E 12 13230

104. 1 Temple- Bap dev bhagwan

- 18°45'13.44"N 73° 0'37.52"E

12 13770 to 13800

School 105. 1 School -not

affected 18°45'21.64"N 73°

0'23.44"E 12 13230



Annexure 3.3: Layout Map of Proposed RoW of Embankment



Annexure 3.4: Typical Cross Sections of Embankment



Annexure 3.5: Details of Proposed Embankment

Ch. Ground Level Stripped R. L. Design

bund top

R. L.

Height of desig

n bund

Design

bund Top

Width

Existing

bund botto

m width

Design

bund botto

m width

Creek

Side

Field

Side

Average

Creek

Side

Field

Side

Average

0 2.99 3.0

6 3.03 2.84 2.9

1 2.88 5.995

3 3.12 4.00 4.33

13.35

30 2.49 2.9

5 2.72 2.34 2.8

0 2.57 5.995

3 3.43 4.00 4.15

14.28

60 2.44 2.7

3 2.59 2.29 2.5

8 2.44 5.995

3 3.56 4.00 6.16

14.67

90 2.56 1.9

2 2.24 2.41 1.7

7 2.09 5.995

3 3.91 4.00 6.99

15.72

120 2.40 1.9

3 2.16 2.25 1.7

8 2.01 5.995

3 3.99 4.00 6.63

15.96

150 2.35 2.6

6 2.51 2.20 2.5

1 2.36 5.995

3 3.64 4.00 6.62

14.91

180 2.45 1.3

0 1.88 2.30 1.1

5 1.73 5.995

3 4.27 4.00 5.66

16.80

210 2.33 1.8

5 2.09 2.18 1.7

0 1.94 5.995

3 4.06 4.00 7.11

16.17

240 2.43 1.7

7 2.10 2.28 1.6

2 1.95 5.995

3 4.05 4.00 8.01

16.14

270 2.35 1.7

9 2.07 2.20 1.6

4 1.92 5.995

3 4.08 4.00 8.70

16.23

300 2.41 1.7

8 2.09 2.26 1.6

3 1.94 5.995

3 4.06 4.00 7.94

16.17

330 2.28 1.7

6 2.02 2.13 1.6

1 1.87 5.995

3 4.13 4.00 9.69

16.38

360 2.28 1.8

0 2.04 2.13 1.6

5 1.89 5.995

3 4.11 4.00 7.67

16.32

390 2.18 1.3

0 1.74 2.03 1.1

5 1.59 5.995

3 4.41 4.00 5.70

17.22

393 0.42 0.4

2 0.42 0.27 0.2

7 0.27 5.995

3 5.73 4.00 0.00

21.18

420 2.16 1.1

7 1.66 2.01 1.0

2 1.51 5.995

3 4.49 4.00 6.22

17.46

450 2.21 1.3

1 1.76 2.06 1.1

6 1.61 5.995

3 4.39 4.00 7.46

17.16

480 2.25 1.2

1 1.73 2.10 1.0

6 1.58 5.995

3 4.42 4.00 8.79

17.25

510 2.25 1.7

5 2.00 2.10 1.6

0 1.85 5.995

3 4.15 4.00 8.78

16.44

540 2.30 1.6

4 1.97 2.15 1.4

9 1.82 5.995

3 4.18 4.00 8.31

16.53

570 2.14 1.6

9 1.92 1.99 1.5

4 1.77 5.995

3 4.23 4.00 9.44

16.68

600 2.28 1.5

9 1.93 2.13 1.4

4 1.78 5.995

3 4.22 4.00 10.58

16.65

630 2.21 1.5

3 1.87 2.06 1.3

8 1.72 5.995

3 4.28 4.00 11.94

16.83



660 2.18 0.9

1 1.54 2.03 0.7

6 1.39 5.995

3 4.61 4.00 10.81

17.82

690 2.26 0.9

5 1.60 2.11 0.8

0 1.45 5.995

3 4.55 4.00 9.74

17.64

720 2.26 0.9

1 1.59 2.11 0.7

6 1.44 5.995

3 4.56 4.00 9.30

17.67

750 2.33 0.9

3 1.63 2.18 0.7

8 1.48 5.995

3 4.52 4.00 11.24

17.55

780 2.35 1.7

8 2.06 2.20 1.6

3 1.91 5.995

3 4.09 4.00 9.60

16.26

810 2.21 1.8

4 2.03 2.06 1.6

9 1.88 5.995

3 4.12 4.00 8.39

16.35

840 2.20 1.8

9 2.05 2.05 1.7

4 1.90 5.995

3 4.10 4.00 7.10

16.29

870 2.23 1.8

5 2.04 2.08 1.7

0 1.89 5.995

3 4.11 4.00 5.95

16.32

900 2.25 1.7

3 1.99 2.10 1.5

8 1.84 5.995

3 4.16 4.00 7.54

16.47

930 2.25 1.7

0 1.97 2.10 1.5

5 1.82 5.995

3 4.18 4.00 8.72

16.53

960 2.03 1.7

6 1.89 1.88 1.6

1 1.74 5.995

3 4.26 4.00 10.81

16.77

990 2.23 1.8

0 2.02 2.08 1.6

5 1.87 5.995

3 4.13 4.00 5.58

16.38

1020 2.05 1.7

6 1.90 1.90 1.6

1 1.75 5.995

3 4.25 4.00 8.46

16.74

1050 2.05 1.7

7 1.91 1.90 1.6

2 1.76 5.995

3 4.24 6.00 8.53

18.71

1080 1.99 1.7

9 1.89 1.84 1.6

4 1.74 5.995

3 4.26 6.00 7.60

18.77

1110 2.04 1.7

4 1.89 1.89 1.5

9 1.74 5.995

3 4.26 4.00 8.63

16.77

1140 2.01 1.7

7 1.89 1.86 1.6

2 1.74 5.995

3 4.26 4.00 10.73

16.77

1170 2.05 1.8

3 1.94 1.90 1.6

8 1.79 5.995

3 4.21 4.00 8.83

16.62

1200 2.03 1.7

6 1.90 1.88 1.6

1 1.75 5.995

3 4.25 4.00 9.02

16.74

1230 2.08 1.7

3 1.91 1.93 1.5

8 1.76 5.995

3 4.24 4.00 9.22

16.71

1260 2.11 1.8

8 2.00 1.96 1.7

3 1.85 5.995

3 4.15 4.00 6.86

16.44

1290 2.11 1.8

2 1.97 1.96 1.6

7 1.82 5.995

3 4.18 4.00 6.52

16.53

1320 2.08 1.7

4 1.91 1.93 1.5

9 1.76 5.995

3 4.24 4.00 7.83

16.71

1350 2.00 1.8

2 1.91 1.85 1.6

7 1.76 5.995

3 4.24 4.00 7.45

16.71

1380 1.98 1.7

5 1.87 1.83 1.6

0 1.72 5.995

3 4.28 4.00 7.55

16.83

1410 1.92 1.6

2 1.77 1.77 1.4

7 1.62 5.995

3 4.38 4.00 7.45

17.13

1440 1.93 1.8

6 1.89 1.78 1.7

1 1.74 5.995

3 4.26 4.00 6.82

16.77



1470 1.91 1.9

3 1.92 1.76 1.7

8 1.77 5.995

3 4.23 4.00 5.67

16.68

1500 1.88 1.6

6 1.77 1.73 1.5

1 1.62 5.995

3 4.38 4.00 5.69

17.13

1530 1.95 1.6

6 1.81 1.80 1.5

1 1.66 5.995

3 4.34 6.00 5.71

19.01

1560 1.80 1.6

7 1.73 1.65 1.5

2 1.58 5.995

3 4.42 6.00 6.13

19.25

1590 1.83 1.6

5 1.74 1.68 1.5

0 1.59 5.995

3 4.41 4.00 6.97

17.22

1620 1.83 1.7

1 1.77 1.68 1.5

6 1.62 5.995

3 4.38 4.00 5.66

17.13

1650 1.94 1.6

7 1.80 1.79 1.5

2 1.65 5.995

3 4.35 4.00 4.24

17.04

1680 1.84 1.3

0 1.57 1.69 1.1

5 1.42 5.995

3 4.58 4.00 6.43

17.73

1710 1.65 1.2

9 1.47 1.50 1.1

4 1.32 5.995

3 4.68 4.00 10.23

18.03

1740 1.73 1.4

3 1.58 1.58 1.2

8 1.43 5.995

3 4.57 4.00 7.45

17.70

1770 1.73 1.3

3 1.53 1.58 1.1

8 1.38 5.995

3 4.62 4.00 9.11

17.85

1786 0.00 0.3

3 0.16 -

0.15 0.1

8 0.01 5.995

3 5.99 4.00 0.00

21.96

1800 1.78 1.0

8 1.43 1.63 0.9

3 1.28 5.995

3 4.72 4.00 7.30

18.15

1830 1.76 1.9

7 1.87 1.61 1.8

2 1.72 5.995

3 4.28 4.00 6.28

16.83

1860 1.75 1.9

3 1.84 1.60 1.7

8 1.69 5.995

3 4.31 4.00 7.63

16.92

1890 1.85 1.9

3 1.89 1.70 1.7

8 1.74 5.995

3 4.26 4.00 8.41

16.77

1920 1.83 2.0

2 1.92 1.68 1.8

7 1.77 5.995

3 4.23 4.00 4.14

16.68

1950 1.93 1.9

4 1.93 1.78 1.7

9 1.78 5.995

3 4.22 4.00 6.58

16.65

1980 0.83 1.5

5 1.19 0.68 1.4

0 1.04 5.995

3 4.96 4.00 8.57

18.87

2010 1.81 1.5

7 1.69 1.66 1.4

2 1.54 5.995

3 4.46 4.00 8.49

17.37

2040 1.79 1.6

4 1.72 1.64 1.4

9 1.57 5.995

3 4.43 4.00 6.71

17.28

2070 1.82 1.5

0 1.66 1.67 1.3

5 1.51 5.995

3 4.49 4.00 6.60

17.46

2100 2.12 1.5

9 1.85 1.97 1.4

4 1.70 5.995

3 4.30 4.00 5.74

16.89

2130 2.11 1.7

1 1.91 1.96 1.5

6 1.76 5.995

3 4.24 4.00 7.07

16.71

2160 1.94 1.7

0 1.82 1.79 1.5

5 1.67 5.995

3 4.33 4.00 7.47

16.98

2190 2.26 1.7

0 1.98 2.11 1.5

5 1.83 5.995

3 4.17 4.00 5.73

16.50

2220 1.78 1.6

6 1.72 1.63 1.5

1 1.57 5.995

3 4.43 4.00 5.70

17.28



2250 1.78 1.7

4 1.76 1.63 1.5

9 1.61 5.995

3 4.39 4.00 5.47

17.16

2280 1.75 1.7

4 1.75 1.60 1.5

9 1.60 5.995

3 4.40 4.00 6.82

17.19

2310 1.66 1.6

8 1.67 1.51 1.5

3 1.52 5.995

3 4.48 4.00 8.92

17.43

2340 1.86 1.5

7 1.72 1.71 1.4

2 1.57 5.995

3 4.43 4.00 7.06

17.28

2370 1.83 1.7

3 1.78 1.68 1.5

8 1.63 5.995

3 4.37 4.00 8.46

17.10

2400 1.85 0.7

2 1.29 1.70 0.5

7 1.14 5.995

3 4.86 4.00 9.74

18.57

2430 1.96 0.8

8 1.42 1.81 0.7

3 1.27 5.995

3 4.73 4.00 9.14

18.18

2460 2.00 0.6

5 1.32 1.85 0.5

0 1.17 5.995

3 4.83 4.00 8.55

18.48

2490 1.97 0.7

2 1.34 1.82 0.5

7 1.19 5.995

3 4.81 4.00 6.52

18.42

2507

0.00 0.08

0.04

-0.15

-0.0

7 -0.11

5.9953

6.11

4.00 0.00

22.32

2520 0.94 1.3

0 1.12 0.79 1.1

5 0.97 5.995

3 5.03 4.00 7.43

19.08

2550 1.91 1.3

0 1.60 1.76 1.1

5 1.45 5.995

3 4.55 4.00 6.92

17.64

2580 1.95 1.3

4 1.64 1.80 1.1

9 1.49 5.995

3 4.51 4.00 9.22

17.52

2610 1.69 1.5

9 1.64 1.54 1.4

4 1.49 5.995

3 4.51 4.00 8.84

17.52

2640 1.89 1.2

6 1.57 1.74 1.1

1 1.42 5.995

3 4.58 4.00 9.10

17.73

2670 1.80 1.1

7 1.49 1.65 1.0

2 1.34 5.995

3 4.66 4.00 8.59

17.97

2700 1.84 0.6

6 1.25 1.69 0.5

1 1.10 5.995

3 4.90 4.00 7.00

18.69

2730 1.84 1.2

3 1.53 1.69 1.0

8 1.38 5.995

3 4.62 4.00 7.99

17.85

2760 1.87 1.2

8 1.57 1.72 1.1

3 1.42 5.995

3 4.58 4.00 8.35

17.73

2790 1.93 0.8

1 1.37 1.78 0.6

6 1.22 5.995

3 4.78 4.00 7.02

18.33

2820 1.86 1.1

2 1.49 1.71 0.9

7 1.34 5.995

3 4.66 4.00 6.08

17.97

2850 1.31 0.7

1 1.01 1.16 0.5

6 0.86 5.995

3 5.14 4.00 8.02

19.41

2880 1.35 0.6

2 0.98 1.20 0.4

7 0.83 5.995

3 5.17 4.00 8.61

19.50

2910 1.68 0.6

2 1.15 1.53 0.4

7 1.00 5.995

3 5.00 4.00 8.43

18.99

2940 1.31 0.4

7 0.89 1.16 0.3

2 0.74 5.995

3 5.26 4.00 7.92

19.77

2970 1.58 1.1

1 1.35 1.43 0.9

6 1.20 5.995

3 4.80 6.00 9.08

20.39



3000 1.64 0.9

2 1.28 1.49 0.7

7 1.13 5.995

3 4.87 6.00 9.71

20.60

3030 1.69 1.3

4 1.51 1.54 1.1

9 1.36 5.995

3 4.64 4.00 8.92

17.91

3060 1.46 0.7

9 1.12 1.31 0.6

4 0.97 5.995

3 5.03 4.00 10.11

19.08

3090 1.62 1.2

9 1.45 1.47 1.1

4 1.30 5.995

3 4.70 4.00 8.03

18.09

3120 1.49 1.2

1 1.35 1.34 1.0

6 1.20 5.995

3 4.80 4.00 7.69

18.39

3150 1.52 1.2

4 1.38 1.37 1.0

9 1.23 5.995

3 4.77 4.00 6.92

18.30

3180 1.82 1.0

0 1.41 1.67 0.8

5 1.26 5.995

3 4.74 4.00 7.55

18.21

3210 1.78 1.0

2 1.40 1.63 0.8

7 1.25 5.995

3 4.75 4.00 7.91

18.24

3240 1.79 1.1

1 1.45 1.64 0.9

6 1.30 5.995

3 4.70 4.00 7.94

18.09

3270 1.54 1.0

2 1.28 1.39 0.8

7 1.13 5.995

3 4.87 4.00 8.76

18.60

3300 1.40 1.0

7 1.24 1.25 0.9

2 1.09 5.995

3 4.91 4.00 8.98

18.72

3330 1.45 1.1

2 1.28 1.30 0.9

7 1.13 5.995

3 4.87 4.00 8.67

18.60

3360 1.54 1.0

8 1.31 1.39 0.9

3 1.16 5.995

3 4.84 4.00 9.11

18.51

3390 1.45 0.9

6 1.20 1.30 0.8

1 1.05 5.995

3 4.95 4.00 9.71

18.84

3420 1.51 0.7

3 1.12 1.36 0.5

8 0.97 5.995

3 5.03 4.00 9.31

19.08

3450 1.41 0.6

6 1.03 1.26 0.5

1 0.88 5.995

3 5.12 4.00 9.06

19.35

3480 1.56 0.8

0 1.18 1.41 0.6

5 1.03 5.995

3 4.97 4.00 9.10

18.90

3510 1.44 0.7

8 1.11 1.29 0.6

3 0.96 5.995

3 5.04 6.00 10.24

21.11

3540 1.44 1.8

3 1.64 1.29 1.6

8 1.49 5.995

3 4.51 6.00 8.93

19.52

3570 1.55 0.9

1 1.23 1.40 0.7

6 1.08 5.995

3 4.92 4.00 7.73

18.75

3600 1.53 0.9

2 1.22 1.38 0.7

7 1.07 5.995

3 4.93 4.00 8.38

18.78

3630 1.47 0.9

4 1.21 1.32 0.7

9 1.06 5.995

3 4.94 4.00 9.72

18.81

3660 1.46 0.9

0 1.18 1.31 0.7

5 1.03 5.995

3 4.97 4.00 9.48

18.90

3690 1.50 0.9

4 1.22 1.35 0.7

9 1.07 5.995

3 4.93 4.00 9.72

18.78

3720 1.45 0.8

5 1.15 1.30 0.7

0 1.00 5.995

3 5.00 4.00 8.97

18.99

3750 1.52 1.1

1 1.32 1.37 0.9

6 1.17 5.995

3 4.83 4.00 8.78

18.48

3780 1.49 1.0

6 1.27 1.34 0.9

1 1.12 5.995

3 4.88 4.00 8.33

18.63



3810 1.02 1.0

6 1.04 0.87 0.9

1 0.89 5.995

3 5.11 4.00 8.86

19.32

3840 1.04 0.6

3 0.84 0.89 0.4

8 0.69 5.995

3 5.31 4.00 8.62

19.92

3870 1.10 0.6

3 0.87 0.95 0.4

8 0.72 5.995

3 5.28 4.00 9.57

19.83

3900 1.10 0.5

8 0.84 0.95 0.4

3 0.69 5.995

3 5.31 4.00 9.22

19.92

3930 1.07 0.6

9 0.88 0.92 0.5

4 0.73 5.995

3 5.27 4.00 7.35

19.80

3960 1.12 1.1

8 1.15 0.97 1.0

3 1.00 5.995

3 5.00 4.00 6.85

18.99

3990 1.13 1.2

4 1.18 0.98 1.0

9 1.03 5.995

3 4.97 4.00 7.10

18.90

4020 1.13 1.0

6 1.09 0.98 0.9

1 0.94 5.995

3 5.06 4.00 7.32

19.17

4050 1.52 1.2

4 1.38 1.37 1.0

9 1.23 5.995

3 4.77 4.00 8.55

18.30

4080 1.52 1.8

4 1.68 1.37 1.6

9 1.53 5.995

3 4.47 4.00 7.10

17.40

4110 1.63 1.7

9 1.71 1.48 1.6

4 1.56 5.995

3 4.44 4.00 7.38

17.31

4140 1.68 2.2

4 1.96 1.53 2.0

9 1.81 5.995

3 4.19 6.00 7.25

18.56

4170 1.72 1.3

6 1.54 1.57 1.2

1 1.39 5.995

3 4.61 6.00 8.55

19.82

4200 1.78 1.3

7 1.57 1.63 1.2

2 1.42 5.995

3 4.58 4.00 8.50

17.73

4230 1.79 1.5

8 1.69 1.64 1.4

3 1.54 5.995

3 4.46 4.00 7.03

17.37

4260 1.79 1.2

3 1.51 1.64 1.0

8 1.36 5.995

3 4.64 4.00 6.32

17.91

4290 1.83 1.2

8 1.56 1.68 1.1

3 1.41 5.995

3 4.59 4.00 6.17

17.76

4320 1.77 1.1

5 1.46 1.62 1.0

0 1.31 5.995

3 4.69 4.00 6.68

18.06

4350 1.82 1.2

7 1.54 1.67 1.1

2 1.39 5.995

3 4.61 4.00 6.52

17.82

4380 1.79 1.5

8 1.68 1.64 1.4

3 1.53 5.995

3 4.47 4.00 6.54

17.40

4410 1.72 1.1

9 1.45 1.57 1.0

4 1.30 5.995

3 4.70 4.00 7.45

18.09

4440 1.72 1.2

0 1.46 1.57 1.0

5 1.31 5.995

3 4.69 4.00 8.17

18.06

4470 1.65 1.1

4 1.40 1.50 0.9

9 1.25 5.995

3 4.75 4.00 7.99

18.24

4500 1.63 1.1

1 1.37 1.48 0.9

6 1.22 5.995

3 4.78 4.00 7.46

18.33

4530 1.52 1.0

5 1.29 1.37 0.9

0 1.14 5.995

3 4.86 4.00 6.04

18.57

4560 1.56 1.1

0 1.33 1.41 0.9

5 1.18 5.995

3 4.82 4.00 6.25

18.45

4590 1.66 1.1

7 1.41 1.51 1.0

2 1.26 5.995

3 4.74 4.00 6.17

18.21



4620 1.60 0.9

7 1.29 1.45 0.8

2 1.14 5.995

3 4.86 6.00 6.36

20.57

4650 1.60 1.0

3 1.31 1.45 0.8

8 1.16 5.995

3 4.84 6.00 4.73

20.51

4681 1.57 1.2

8 1.43 1.42 1.1

3 1.28 5.995

3 4.72 4.00 6.12

18.15

4710 1.57 1.2

9 1.43 1.42 1.1

4 1.28 5.995

3 4.72 4.00 6.28

18.15

4740 1.57 1.2

9 1.43 1.42 1.1

4 1.28 5.995

3 4.72 4.00 4.61

18.15

4770 1.58 1.3

0 1.44 1.43 1.1

5 1.29 5.995

3 4.71 4.00 4.49

18.12

4800 1.58 1.3

1 1.44 1.43 1.1

6 1.29 5.995

3 4.71 4.00 4.70

18.12

4830 1.79 2.0

7 1.93 1.64 1.9

2 1.78 5.995

3 4.22 4.00 4.86

16.65

4860 1.79 2.0

3 1.91 1.64 1.8

8 1.76 5.995

3 4.24 4.00 5.34

16.71

4890 1.54 1.1

6 1.35 1.39 1.0

1 1.20 5.995

3 4.80 4.00 6.28

18.39

4920 1.42 1.2

1 1.32 1.27 1.0

6 1.17 5.995

3 4.83 4.00 6.75

18.48

4950 1.51 1.2

2 1.36 1.36 1.0

7 1.21 5.995

3 4.79 4.00 7.39

18.36

4980 1.52 1.4

1 1.47 1.37 1.2

6 1.32 5.995

3 4.68 4.00 7.01

18.03

5010 1.58 1.4

2 1.50 1.43 1.2

7 1.35 5.995

3 4.65 4.00 7.38

17.94

5040 1.51 1.3

8 1.44 1.36 1.2

3 1.29 5.995

3 4.71 4.00 8.09

18.12

5070 1.68 1.5

5 1.61 1.53 1.4

0 1.46 5.995

3 4.54 4.00 7.30

17.61

5100 1.65 1.6

0 1.62 1.50 1.4

5 1.47 5.995

3 4.53 4.00 6.73

17.58

5130 1.74 1.5

2 1.63 1.59 1.3

7 1.48 5.995

3 4.52 6.00 7.09

19.55

5160 1.74 1.5

6 1.65 1.59 1.4

1 1.50 5.995

3 4.50 6.00 6.97

19.49

5190 1.60 1.6

3 1.61 1.45 1.4

8 1.46 5.995

3 4.54 4.00 7.15

17.61

5220 1.59 1.5

5 1.57 1.44 1.4

0 1.42 5.995

3 4.58 4.00 6.97

17.73

5250 1.61 1.5

8 1.60 1.46 1.4

3 1.45 5.995

3 4.55 4.00 5.94

17.64

5280 1.58 1.4

6 1.52 1.43 1.3

1 1.37 5.995

3 4.63 4.00 6.54

17.88

5310 1.88 1.3

7 1.63 1.73 1.2

2 1.48 5.995

3 4.52 4.00 5.98

17.55

5340 1.93 1.5

1 1.72 1.78 1.3

6 1.57 5.995

3 4.43 4.00 6.55

17.28

5370 1.81 1.5

4 1.67 1.66 1.3

9 1.52 5.995

3 4.48 4.00 6.07

17.43

5400 1.76 1.5

1 1.64 1.61 1.3

6 1.49 5.995

3 4.51 4.00 6.64

17.52



5430 1.95 1.3

1 1.63 1.80 1.1

6 1.48 5.995

3 4.52 4.00 7.01

17.55

5460 1.80 1.3

1 1.56 1.65 1.1

6 1.41 5.995

3 4.59 4.00 7.14

17.76

5490 1.74 1.5

4 1.64 1.59 1.3

9 1.49 5.995

3 4.51 4.00 7.18

17.52

5520 1.67 1.5

4 1.60 1.52 1.3

9 1.45 5.995

3 4.55 4.00 7.30

17.64

5550 1.66 1.4

9 1.58 1.51 1.3

4 1.43 5.995

3 4.57 4.00 7.15

17.70

5580 1.63 1.4

1 1.52 1.48 1.2

6 1.37 5.995

3 4.63 4.00 7.02

17.88

5610 1.65 1.4

4 1.55 1.50 1.2

9 1.40 5.995

3 4.60 4.00 6.58

17.79

5640 1.58 1.5

0 1.54 1.43 1.3

5 1.39 5.995

3 4.61 6.00 6.66

19.82

5670 1.68 1.4

4 1.56 1.53 1.2

9 1.41 5.995

3 4.59 6.00 7.01

19.76

5700 1.56 1.4

4 1.50 1.41 1.2

9 1.35 5.995

3 4.65 4.00 7.44

17.94

5730 1.69 2.2

6 1.97 1.54 2.1

1 1.82 5.995

3 4.18 4.00 7.12

16.53

5760 1.81 1.3

6 1.58 1.66 1.2

1 1.43 5.995

3 4.57 4.00 8.50

17.70

5790 1.83 1.3

9 1.61 1.68 1.2

4 1.46 5.995

3 4.54 4.00 9.06

17.61

5820 1.80 1.4

4 1.62 1.65 1.2

9 1.47 5.995

3 4.53 4.00 7.70

17.58

5850 1.81 1.3

9 1.60 1.66 1.2

4 1.45 5.995

3 4.55 4.00 6.86

17.64

5880 1.69 1.4

0 1.54 1.54 1.2

5 1.39 5.995

3 4.61 4.00 7.56

17.82

5910 1.68 2.2

3 1.95 1.53 2.0

8 1.80 5.995

3 4.20 4.00 8.42

16.59

5940 1.84 1.5

0 1.67 1.69 1.3

5 1.52 5.995

3 4.48 4.00 8.29

17.43

5970 1.85 1.1

9 1.52 1.70 1.0

4 1.37 5.995

3 4.63 4.00 8.17

17.88

6000 2.01 1.2

3 1.62 1.86 1.0

8 1.47 5.995

3 4.53 4.00 8.81

17.58

6030 2.00 1.1

6 1.58 1.85 1.0

1 1.43 5.995

3 4.57 4.00 8.42

17.70

6060 2.17 1.0

7 1.62 2.02 0.9

2 1.47 5.995

3 4.53 4.00 7.95

17.58

6090 2.07 1.1

9 1.63 1.92 1.0

4 1.48 5.995

3 4.52 4.00 8.35

17.55

6120 2.14 1.1

4 1.64 1.99 0.9

9 1.49 5.995

3 4.51 6.00 8.48

19.52

6150 1.96 1.1

7 1.57 1.81 1.0

2 1.42 5.995

3 4.58 6.00 8.86

19.73

6180 1.94 1.1

7 1.55 1.79 1.0

2 1.40 5.995

3 4.60 4.00 9.21

17.79

6210 1.96 1.0

5 1.50 1.81 0.9

0 1.35 5.995

3 4.65 4.00 9.35

17.94



6240 2.03 1.1

8 1.60 1.88 1.0

3 1.45 5.995

3 4.55 4.00 9.39

17.64

6270 1.97 1.1

6 1.57 1.82 1.0

1 1.42 5.995

3 4.58 4.00 9.38

17.73

6300 1.99 1.2

6 1.63 1.84 1.1

1 1.48 5.995

3 4.52 4.00 10.47

17.55

6330 1.93 1.3

7 1.65 1.78 1.2

2 1.50 5.995

3 4.50 4.00 9.73

17.49

6360 1.94 1.4

7 1.70 1.79 1.3

2 1.55 5.995

3 4.45 4.00 8.50

17.34

6390 2.09 1.3

1 1.70 1.94 1.1

6 1.55 5.995

3 4.45 4.00 7.65

17.34

6420 1.93 1.1

9 1.56 1.78 1.0

4 1.41 5.995

3 4.59 4.00 8.71

17.76

6450 1.90 1.2

2 1.56 1.75 1.0

7 1.41 5.995

3 4.59 4.00 9.49

17.76

6480 1.92 1.1

9 1.55 1.77 1.0

4 1.40 5.995

3 4.60 4.00 9.56

17.79

6510 1.97 1.1

6 1.57 1.82 1.0

1 1.42 5.995

3 4.58 4.00 9.45

17.73

6540 1.92 1.1

6 1.54 1.77 1.0

1 1.39 5.995

3 4.61 4.00 8.58

17.82

6570 1.61 1.2

1 1.41 1.46 1.0

6 1.26 5.995

3 4.74 4.00 7.30

18.21

6600 1.61 1.1

6 1.38 1.46 1.0

1 1.23 5.995

3 4.77 4.00 4.07

18.30

6630 1.06 1.5

4 1.30 0.91 1.3

9 1.15 5.995

3 4.85 4.00 4.14

18.54

6660 0.94 1.3

0 1.12 0.79 1.1

5 0.97 5.995

3 5.03 4.00 6.32

19.08

6690 0.95 1.2

8 1.11 0.80 1.1

3 0.96 5.995

3 5.04 4.00 5.96

19.11

6720

-0.07

-0.0

7 -0.07

-0.22

-0.2

2 -0.22

5.9953

6.22

4.00 3.70

22.65

6732

0.00 -0.0

6 -0.03

-0.15

-0.2

1 -0.18

5.9953

6.18

4.00 0.00

22.53

6750

-0.07

-0.0

7 -0.07

-0.22

-0.2

2 -0.22

5.9953

6.22

4.00 5.45

22.65

6780 1.10 1.5

4 1.32 0.95 1.3

9 1.17 5.995

3 4.83 4.00 5.25

18.48

6810 2.22 1.6

2 1.92 2.07 1.4

7 1.77 5.995

3 4.23 4.00 5.43

16.68

6840 2.20 1.6

6 1.93 2.05 1.5

1 1.78 5.995

3 4.22 4.00 5.28

16.65

6870 2.11 1.6

9 1.90 1.96 1.5

4 1.75 5.995

3 4.25 4.00 5.39

16.74

6900 2.13 1.7

7 1.95 1.98 1.6

2 1.80 5.995

3 4.20 4.00 5.49

16.59

6930 2.20 1.9

3 2.06 2.05 1.7

8 1.91 5.995

3 4.09 4.00 6.53

16.26

6960 2.21 1.9 2.09 2.06 1.8 1.94 5.995 4.06 4.00 6.12 16.17



7 2 3

6990 2.21 1.9

5 2.08 2.06 1.8

0 1.93 5.995

3 4.07 4.00 5.55

16.20

7020 2.41 1.9

9 2.20 2.26 1.8

4 2.05 5.995

3 3.95 4.00 5.79

15.84

7050 2.25 2.2

5 2.25 2.10 2.1

0 2.10 5.995

3 3.90 4.00 5.83

15.69

7080 2.28 1.9

9 2.14 2.13 1.8

4 1.99 5.995

3 4.01 4.00 5.50

16.02

7110 2.28 2.0

2 2.15 2.13 1.8

7 2.00 5.995

3 4.00 4.00 5.57

15.99

7140 2.14 1.9

6 2.05 1.99 1.8

1 1.90 5.995

3 4.10 4.00 6.07

16.29

7170 2.25 1.8

0 2.03 2.10 1.6

5 1.88 5.995

3 4.12 4.00 5.54

16.35

7200 1.79 1.7

9 1.79 1.64 1.6

4 1.64 5.995

3 4.36 4.00 5.66

17.07

7228

0.00 -0.4

4 -0.22

-0.15

-0.5

9 -0.37

5.9953

6.37

4.00 0.00

23.10

7260 1.91 1.6

8 1.79 1.76 1.5

3 1.64 5.995

3 4.36 4.00 6.37

17.07

7290 2.40 1.8

2 2.11 2.25 1.6

7 1.96 5.995

3 4.04 4.00 4.00

16.11

7320 2.35 2.1

9 2.27 2.20 2.0

4 2.12 5.995

3 3.88 4.00 3.72

15.63

7350 2.34 2.0

1 2.18 2.19 1.8

6 2.03 5.995

3 3.97 4.00 4.38

15.90

7380 2.34 2.0

0 2.17 2.19 1.8

5 2.02 5.995

3 3.98 4.00 4.72

15.93

7410 2.34 2.0

4 2.19 2.19 1.8

9 2.04 5.995

3 3.96 4.00 4.72

15.87

7440 2.30 2.0

1 2.15 2.15 1.8

6 2.00 5.995

3 4.00 4.00 4.85

15.99

7470 2.30 2.0

3 2.17 2.15 1.8

8 2.02 5.995

3 3.98 4.00 5.06

15.93

7500 2.22 1.8

0 2.01 2.07 1.6

5 1.86 5.995

3 4.14 4.00 7.38

16.41

7530 2.23 2.0

7 2.15 2.08 1.9

2 2.00 5.995

3 4.00 4.00 5.82

15.99

7560 2.35 2.1

1 2.23 2.20 1.9

6 2.08 5.995

3 3.92 4.00 5.59

15.75

7590 2.34 2.0

7 2.21 2.19 1.9

2 2.06 5.995

3 3.94 4.00 5.37

15.81

7620 2.28 2.0

6 2.17 2.13 1.9

1 2.02 5.995

3 3.98 4.00 5.48

15.93

7650 2.23 2.0

8 2.16 2.08 1.9

3 2.01 5.995

3 3.99 4.00 6.06

15.96

7680 2.23 2.1

5 2.19 2.08 2.0

0 2.04 5.995

3 3.96 4.00 6.95

15.87

7710 2.19 1.8

8 2.04 2.04 1.7

3 1.89 5.995

3 4.11 4.00 8.11

16.32

7740 2.17 1.7 1.97 2.02 1.6 1.82 5.995 4.18 4.00 7.56 16.53



8 3 3

7770 2.09 1.8

0 1.94 1.94 1.6

5 1.79 5.995

3 4.21 4.00 7.26

16.62

7800 2.21 1.9

1 2.06 2.06 1.7

6 1.91 5.995

3 4.09 4.00 7.30

16.26

7830 2.09 1.9

8 2.04 1.94 1.8

3 1.89 5.995

3 4.11 6.00 6.13

18.32

7860 2.02 1.9

0 1.96 1.87 1.7

5 1.81 5.995

3 4.19 6.00 6.84

18.56

7890 1.90 1.9

9 1.94 1.75 1.8

4 1.79 5.995

3 4.21 4.00 7.15

16.62

7920 1.91 1.9

4 1.92 1.76 1.7

9 1.77 5.995

3 4.23 4.00 7.34

16.68

7950 1.99 2.0

9 2.04 1.84 1.9

4 1.89 5.995

3 4.11 4.00 6.71

16.32

7980 2.41 1.9

8 2.19 2.26 1.8

3 2.04 5.995

3 3.96 4.00 7.03

15.87

8010 2.38 1.9

9 2.18 2.23 1.8

4 2.03 5.995

3 3.97 4.00 5.19

15.90

8040 2.32 1.9

9 2.15 2.17 1.8

4 2.00 5.995

3 4.00 4.00 5.27

15.99

8070 2.33 1.9

8 2.16 2.18 1.8

3 2.01 5.995

3 3.99 4.00 5.71

15.96

8100 2.36 1.8

9 2.12 2.21 1.7

4 1.97 5.995

3 4.03 4.00 6.75

16.08

8130 2.29 1.9

9 2.14 2.14 1.8

4 1.99 5.995

3 4.01 4.00 6.47

16.02

8160 2.38 2.0

8 2.23 2.23 1.9

3 2.08 5.995

3 3.92 4.00 7.36

15.75

8190 2.72 1.9

6 2.34 2.57 1.8

1 2.19 5.995

3 3.81 4.00 6.74

15.42

8220 2.45 2.0

6 2.26 2.30 1.9

1 2.11 5.995

3 3.89 4.00 6.73

15.66

8250 2.50 2.0

0 2.25 2.35 1.8

5 2.10 5.995

3 3.90 4.00 6.55

15.69

8280 2.49 1.9

3 2.21 2.34 1.7

8 2.06 5.995

3 3.94 4.00 6.97

15.81

8310 2.36 1.8

5 2.10 2.21 1.7

0 1.95 5.995

3 4.05 4.00 6.77

16.14

8340 2.49 1.8

6 2.17 2.34 1.7

1 2.02 5.995

3 3.98 4.00 6.21

15.93

8370 2.55 1.8

5 2.20 2.40 1.7

0 2.05 5.995

3 3.95 6.00 6.69

17.84

8400 2.45 1.8

7 2.16 2.30 1.7

2 2.01 5.995

3 3.99 6.00 7.15

17.96

8430 3.02 1.8

4 2.43 2.87 1.6

9 2.28 5.995

3 3.72 4.00 6.71

15.15

8460 2.49 1.8

7 2.18 2.34 1.7

2 2.03 5.995

3 3.97 4.00 6.88

15.90

8490 2.52 1.7

9 2.15 2.37 1.6

4 2.00 5.995

3 4.00 4.00 6.67

15.99

8520 2.52 1.8

3 2.18 2.37 1.6

8 2.03 5.995

3 3.97 4.00 7.87

15.90



8550 2.65 1.7

8 2.21 2.50 1.6

3 2.06 5.995

3 3.94 4.00 6.12

15.81

8580 2.32 1.9

3 2.13 2.17 1.7

8 1.98 5.995

3 4.02 4.00 6.10

16.05

8610 2.39 1.7

2 2.05 2.24 1.5

7 1.90 5.995

3 4.10 4.00 5.59

16.29

8640 2.32 1.6

4 1.98 2.17 1.4

9 1.83 5.995

3 4.17 4.00 6.35

16.50

8670 2.24 1.5

2 1.88 2.09 1.3

7 1.73 5.995

3 4.27 4.00 6.77

16.80

8700 2.25 1.6

0 1.93 2.10 1.4

5 1.78 5.995

3 4.22 4.00 5.63

16.65

8730 2.46 1.5

6 2.01 2.31 1.4

1 1.86 5.995

3 4.14 4.00 6.89

16.41

8760 2.18 1.5

8 1.88 2.03 1.4

3 1.73 5.995

3 4.27 4.00 7.55

16.80

8787

-0.16

-0.0

1 -0.08

-0.31

-0.1

6 -0.23

5.9953

6.23

4.00 0.00

22.68

8820 1.61 1.6

6 1.63 1.46 1.5

1 1.48 5.995

3 4.52 4.00 8.32

17.55

8850 2.10 1.5

6 1.83 1.95 1.4

1 1.68 5.995

3 4.32 4.00 7.00

16.95

8880 2.13 1.7

0 1.91 1.98 1.5

5 1.76 5.995

3 4.24 4.00 6.41

16.71

8910 2.17 1.5

2 1.84 2.02 1.3

7 1.69 5.995

3 4.31 4.00 6.05

16.92

8940 2.15 1.5

9 1.87 2.00 1.4

4 1.72 5.995

3 4.28 4.00 5.93

16.83

8970 2.28 1.7

2 2.00 2.13 1.5

7 1.85 5.995

3 4.15 4.00 6.83

16.44

9000 2.28 1.5

4 1.91 2.13 1.3

9 1.76 5.995

3 4.24 4.00 6.98

16.71

9030 2.30 1.9

0 2.10 2.15 1.7

5 1.95 5.995

3 4.05 4.00 5.73

16.14

9060 2.38 1.7

9 2.09 2.23 1.6

4 1.94 5.995

3 4.06 4.00 5.08

16.17

9090 2.39 1.4

8 1.93 2.24 1.3

3 1.78 5.995

3 4.22 4.00 6.53

16.65

9120 2.06 1.8

7 1.96 1.91 1.7

2 1.81 5.995

3 4.19 4.00 5.56

16.56

9150 2.06 1.6

8 1.87 1.91 1.5

3 1.72 5.995

3 4.28 4.00 7.40

16.83

9180 2.10 1.6

1 1.85 1.95 1.4

6 1.70 5.995

3 4.30 4.00 6.42

16.89

9210 2.11 1.6

3 1.87 1.96 1.4

8 1.72 5.995

3 4.28 4.00 7.66

16.83

9240 2.09 1.4

6 1.78 1.94 1.3

1 1.63 5.995

3 4.37 4.00 7.75

17.10

9270 2.09 1.5

3 1.81 1.94 1.3

8 1.66 5.995

3 4.34 4.00 5.93

17.01

9300 1.93 1.6

6 1.80 1.78 1.5

1 1.65 5.995

3 4.35 4.00 10.00

17.04



9330 1.93 1.9

3 1.93 1.78 1.7

8 1.78 5.995

3 4.22 4.00 12.26

16.65

9360 1.93 1.6

5 1.79 1.78 1.5

0 1.64 5.995

3 4.36 4.00 6.55

17.07

9390 1.96 1.6

9 1.83 1.81 1.5

4 1.68 5.995

3 4.32 4.00 7.44

16.95

9420 1.92 1.6

9 1.81 1.77 1.5

4 1.66 5.995

3 4.34 4.00 6.06

17.01

9450 1.97 2.0

5 2.01 1.82 1.9

0 1.86 5.995

3 4.14 4.00 4.70

16.41

9480 1.97 2.9

5 2.46 1.82 2.8

0 2.31 5.995

3 3.69 4.00 4.40

15.06

9510 1.97 1.7

5 1.86 1.82 1.6

0 1.71 5.995

3 4.29 4.00 4.31

16.86

9540 1.96 1.7

6 1.86 1.81 1.6

1 1.71 5.995

3 4.29 4.00 10.46

16.86

9547

-0.06

0.00

-0.03

-0.21

-0.1

5 -0.18

5.9953

6.18

4.00 0.00

22.53

9570 1.97 1.6

5 1.81 1.82 1.5

0 1.66 5.995

3 4.34 4.00 9.14

17.01

9600 2.03 1.5

4 1.79 1.88 1.3

9 1.64 5.995

3 4.36 4.00 7.97

17.07

9630 2.04 1.4

4 1.74 1.89 1.2

9 1.59 5.995

3 4.41 4.00 7.75

17.22

9660 2.02 1.4

3 1.73 1.87 1.2

8 1.58 5.995

3 4.42 4.00 7.75

17.25

9690 2.01 1.5

4 1.78 1.86 1.3

9 1.63 5.995

3 4.37 4.00 8.00

17.10

9720 2.12 1.4

0 1.76 1.97 1.2

5 1.61 5.995

3 4.39 4.00 8.57

17.16

9750 2.31 2.0

8 2.19 2.16 1.9

3 2.04 5.995

3 3.96 4.00 7.94

15.87

9780 2.14 1.4

0 1.77 1.99 1.2

5 1.62 5.995

3 4.38 4.00 8.23

17.13

9810 2.03 1.4

5 1.74 1.88 1.3

0 1.59 5.995

3 4.41 4.00 7.63

17.22

9840 2.11 1.5

7 1.84 1.96 1.4

2 1.69 5.995

3 4.31 4.00 9.25

16.92

9870 2.21 1.4

5 1.83 2.06 1.3

0 1.68 5.995

3 4.32 4.00 8.77

16.95

9900 2.12 1.3

9 1.76 1.97 1.2

4 1.61 5.995

3 4.39 4.00 8.42

17.16

9930 2.09 1.5

6 1.82 1.94 1.4

1 1.67 5.995

3 4.33 4.00 8.43

16.98

9960 2.14 1.5

5 1.85 1.99 1.4

0 1.70 5.995

3 4.30 4.00 7.67

16.89

9990 1.92 1.5

6 1.74 1.77 1.4

1 1.59 5.995

3 4.41 4.00 7.27

17.22 1002

0 1.92 1.5

7 1.75 1.77 1.4

2 1.60 5.995

3 4.40 4.00 7.55

17.19 1005

0 1.94 1.4

9 1.72 1.79 1.3

4 1.57 5.995

3 4.43 4.00 7.66

17.28



10080

1.90 1.62 1.76

1.75 1.47 1.61

5.9953 4.39

4.00 7.82 17.16

10110

1.91 1.50 1.71

1.76 1.35 1.56

5.9953 4.44

4.00 7.63 17.31

10140

2.00 1.46 1.73

1.85 1.31 1.58

5.9953 4.42

4.00 6.87 17.25

10170

1.95 1.16 1.56

1.80 1.01 1.41

5.9953 4.59

4.00 6.78 17.76

10200

2.01 1.53 1.77

1.86 1.38 1.62

5.9953 4.38

4.00 6.85 17.13

10230

1.93 1.73 1.83

1.78 1.58 1.68

5.9953 4.32

4.00 7.48 16.95

10260

1.99 1.83 1.91

1.84 1.68 1.76

5.9953 4.24

4.00 7.37 16.71

10290

2.08 1.78 1.93

1.93 1.63 1.78

5.9953 4.22

4.00 7.30 16.65

10320

1.98 1.76 1.87

1.83 1.61 1.72

5.9953 4.28

4.00 7.33 16.83

10350

2.04 1.80 1.92

1.89 1.65 1.77

5.9953 4.23

4.00 8.33 16.68

10380

1.83 1.64 1.74

1.68 1.49 1.59

5.9953 4.41

4.00 7.10 17.22

10410

1.86 1.57 1.71

1.71 1.42 1.56

5.9953 4.44

6.00 8.16 19.31

10440

1.78 1.64 1.71

1.63 1.49 1.56

5.9953 4.44

6.00 8.62 19.31

10470

1.84 1.62 1.73

1.69 1.47 1.58

5.9953 4.42

4.00 8.44 17.25

10500

1.98 1.56 1.77

1.83 1.41 1.62

5.9953 4.38

4.00 8.44 17.13

10530

1.91 1.53 1.72

1.76 1.38 1.57

5.9953 4.43

4.00 8.92 17.28

10560

1.95 1.43 1.69

1.80 1.28 1.54

5.9953 4.46

4.00 8.84 17.37

10590

1.96 1.45 1.70

1.81 1.30 1.55

5.9953 4.45

4.00 9.17 17.34

10620

2.09 1.57 1.83

1.94 1.42 1.68

5.9953 4.32

4.00 6.72 16.95

10650

2.08 1.62 1.85

1.93 1.47 1.70

5.9953 4.30

4.00 7.52 16.89

10680

2.15 1.42 1.78

2.00 1.27 1.63

5.9953 4.37

4.00 7.53 17.10

10710

2.08 1.55 1.81

1.93 1.40 1.66

5.9953 4.34

4.00 7.15 17.01

10740

2.03 1.58 1.80

1.88 1.43 1.65

5.9953 4.35

4.00 7.44 17.04

10770

2.08 1.53 1.81

1.93 1.38 1.66

5.9953 4.34

4.00 8.16 17.01

10800

2.06 1.61 1.83

1.91 1.46 1.68

5.9953 4.32

4.00 8.51 16.95

10830

2.19 1.69 1.94

2.04 1.54 1.79

5.9953 4.21

4.00 6.21 16.62

10860

2.32 1.65 1.99

2.17 1.50 1.84

5.9953 4.16

4.00 7.31 16.47



10890

2.22 2.27 2.25

2.07 2.12 2.10

5.9953 3.90

4.00 6.14 15.69

10920

2.37 1.65 2.01

2.22 1.50 1.86

5.9953 4.14

4.00 7.13 16.41

10950

2.37 1.94 2.16

2.22 1.79 2.01

5.9953 3.99

6.00 6.30 17.96

10980

2.00 1.36 1.68

1.85 1.21 1.53

5.9953 4.47

6.00 11.00 19.40

11010

1.62 1.44 1.53

1.47 1.29 1.38

5.9953 4.62

4.00 10.09 17.85

11040

1.63 1.46 1.54

1.48 1.31 1.39

5.9953 4.61

4.00 15.31 17.82

11070

1.60 1.43 1.51

1.45 1.28 1.36

5.9953 4.64

4.00 10.23 17.91

11100

1.57 1.49 1.53

1.42 1.34 1.38

5.9953 4.62

4.00 9.96 17.85

11130

1.63 1.45 1.54

1.48 1.30 1.39

5.9953 4.61

4.00 9.58 17.82

11160

1.65 1.49 1.57

1.50 1.34 1.42

5.9953 4.58

4.00 9.06 17.73

11190

1.62 1.48 1.55

1.47 1.33 1.40

5.9953 4.60

4.00 9.20 17.79

11220

1.63 1.43 1.53

1.48 1.28 1.38

5.9953 4.62

4.00 9.47 17.85

11250

1.67 1.51 1.59

1.52 1.36 1.44

5.9953 4.56

4.00 9.46 17.67

11280

1.67 1.50 1.58

1.52 1.35 1.43

5.9953 4.57

4.00 9.52 17.70

11310

1.67 1.49 1.58

1.52 1.34 1.43

5.9953 4.57

4.00 9.16 17.70

11340

1.67 1.51 1.59

1.52 1.36 1.44

5.9953 4.56

4.00 8.67 17.67

11370

1.61 1.52 1.57

1.46 1.37 1.42

5.9953 4.58

4.00 8.33 17.73

11400

1.50 1.53 1.52

1.35 1.38 1.37

5.9953 4.63

4.00 7.78 17.88

11430

1.58 1.46 1.52

1.43 1.31 1.37

5.9953 4.63

4.00 7.90 17.88

11460

1.62 1.47 1.54

1.47 1.32 1.39

5.9953 4.61

6.00 6.89 19.82

11490

1.69 1.48 1.58

1.54 1.33 1.43

5.9953 4.57

6.00 6.73 19.70

11520

1.65 1.45 1.55

1.50 1.30 1.40

5.9953 4.60

4.00 6.82 17.79

11550

1.58 1.40 1.49

1.43 1.25 1.34

5.9953 4.66

4.00 8.19 17.97

11580

1.65 1.36 1.51

1.50 1.21 1.36

5.9953 4.64

4.00 9.10 17.91

11610

1.57 1.44 1.50

1.42 1.29 1.35

5.9953 4.65

4.00 9.17 17.94

11640

1.59 1.43 1.51

1.44 1.28 1.36

5.9953 4.64

4.00 8.42 17.91

11670

1.60 1.59 1.59

1.45 1.44 1.44

5.9953 4.56

4.00 7.76 17.67



11700

1.60 1.52 1.56

1.45 1.37 1.41

5.9953 4.59

4.00 8.57 17.76

11730

1.60 1.54 1.57

1.45 1.39 1.42

5.9953 4.58

4.00 9.18 17.73

11760

1.51 1.44 1.47

1.36 1.29 1.32

5.9953 4.68

4.00 9.57 18.03

11790

1.51 1.45 1.48

1.36 1.30 1.33

5.9953 4.67

4.00 7.83 18.00

11820

1.61 1.49 1.55

1.46 1.34 1.40

5.9953 4.60

4.00 5.41 17.79

11850

1.60 1.37 1.49

1.45 1.22 1.34

5.9953 4.66

4.00 7.52 17.97

11880

1.54 1.63 1.59

1.39 1.48 1.44

5.9953 4.56

4.00 6.86 17.67

11910

1.67 1.57 1.62

1.52 1.42 1.47

5.9953 4.53

4.00 6.63 17.58

11940

1.63 1.55 1.59

1.48 1.40 1.44

5.9953 4.56

6.00 7.78 19.67

11970

1.62 1.52 1.57

1.47 1.37 1.42

5.9953 4.58

6.00 7.45 19.73

12000

1.62 1.53 1.57

1.47 1.38 1.42

5.9953 4.58

4.00 7.50 17.73

12030

1.59 1.70 1.64

1.44 1.55 1.49

5.9953 4.51

4.00 6.83 17.52

12060

1.59 1.69 1.64

1.44 1.54 1.49

5.9953 4.51

4.00 6.00 17.52

12090

1.59 1.57 1.58

1.44 1.42 1.43

5.9953 4.57

4.00 6.41 17.70

12120

1.42 1.61 1.52

1.27 1.46 1.37

5.9953 4.63

4.00 6.95 17.88

12150

1.61 1.63 1.62

1.46 1.48 1.47

5.9953 4.53

4.00 7.22 17.58

12180

1.61 1.62 1.62

1.46 1.47 1.47

5.9953 4.53

4.00 7.56 17.58

12210

1.65 1.57 1.61

1.50 1.42 1.46

5.9953 4.54

4.00 8.11 17.61

12240

1.64 1.57 1.61

1.49 1.42 1.46

5.9953 4.54

4.00 7.85 17.61

12270

1.70 1.57 1.63

1.55 1.42 1.48

5.9953 4.52

4.00 7.42 17.55

12300

1.88 1.42 1.65

1.73 1.27 1.50

5.9953 4.50

4.00 7.23 17.49

12330

1.85 1.34 1.60

1.70 1.19 1.45

5.9953 4.55

4.00 8.21 17.64

12360

1.77 1.36 1.57

1.62 1.21 1.42

5.9953 4.58

4.00 8.10 17.73

12390

1.71 1.41 1.56

1.56 1.26 1.41

5.9953 4.59

6.00 8.02 19.76

12420

1.74 1.42 1.58

1.59 1.27 1.43

5.9953 4.57

6.00 8.26 19.70

12450

1.80 2.00 1.90

1.65 1.85 1.75

5.9953 4.25

4.00 7.87 16.74

12480

1.62 1.99 1.81

1.47 1.84 1.66

5.9953 4.34

4.00 7.11 17.01



12510

1.79 0.70 1.25

1.64 0.55 1.10

5.9953 4.90

4.00 7.98 18.69

12540

1.75 1.35 1.55

1.60 1.20 1.40

5.9953 4.60

4.00 7.93 17.79

12570

2.00 1.42 1.71

1.85 1.27 1.56

5.9953 4.44

4.00 6.51 17.31

12600

1.72 1.45 1.59

1.57 1.30 1.44

5.9953 4.56

4.00 6.71 17.67

12630

1.71 1.45 1.58

1.56 1.30 1.43

5.9953 4.57

4.00 8.35 17.70

12660

1.78 1.43 1.61

1.63 1.28 1.46

5.9953 4.54

4.00 7.93 17.61

12690

1.99 1.46 1.72

1.84 1.31 1.57

5.9953 4.43

4.00 7.65 17.28

12720

1.95 1.48 1.72

1.80 1.33 1.57

5.9953 4.43

4.00 7.78 17.28

12750

2.05 1.45 1.75

1.90 1.30 1.60

5.9953 4.40

4.00 6.76 17.19

12780

2.22 1.48 1.85

2.07 1.33 1.70

5.9953 4.30

4.00 7.38 16.89

12810

2.04 1.46 1.75

1.89 1.31 1.60

5.9953 4.40

4.00 9.00 17.19

12840

1.82 1.45 1.64

1.67 1.30 1.49

5.9953 4.51

4.00 10.55 17.52

12870

2.17 1.39 1.78

2.02 1.24 1.63

5.9953 4.37

4.00 9.65 17.10

12900

1.78 1.44 1.61

1.63 1.29 1.46

5.9953 4.54

6.00 7.87 19.61

12930

1.73 1.60 1.67

1.58 1.45 1.52

5.9953 4.48

6.00 9.50 19.43

12960

1.73 1.42 1.57

1.58 1.27 1.42

5.9953 4.58

4.00 8.35 17.73

12990

1.73 1.25 1.49

1.58 1.10 1.34

5.9953 4.66

4.00 8.00 17.97

13020

1.65 1.44 1.55

1.50 1.29 1.40

5.9953 4.60

4.00 7.34 17.79

13050

1.54 1.25 1.40

1.39 1.10 1.25

5.9953 4.75

4.00 6.72 18.24

13080

1.28 1.72 1.50

1.13 1.57 1.35

5.9953 4.65

4.00 7.00 17.94

13110

1.48 1.65 1.57

1.33 1.50 1.42

5.9953 4.58

4.00 7.80 17.73

13140

1.41 1.59 1.50

1.26 1.44 1.35

5.9953 4.65

4.00 8.20 17.94

13170

1.51 0.96 1.24

1.36 0.81 1.09

5.9953 4.91

4.00 8.06 18.72

13200

1.65 1.52 1.58

1.50 1.37 1.43

5.9953 4.57

4.00 7.10 17.70

13230

2.85 1.44 2.15

2.70 1.29 2.00

5.9953 4.00

4.00 7.31 15.99

13260

1.70 1.42 1.56

1.55 1.27 1.41

5.9953 4.59

4.00 6.93 17.76

13290

1.69 2.06 1.88

1.54 1.91 1.73

5.9953 4.27

4.00 6.06 16.80



13320

1.71 1.80 1.75

1.56 1.65 1.60

5.9953 4.40

4.00 6.22 17.19

13350

1.69 1.73 1.71

1.54 1.58 1.56

5.9953 4.44

4.00 7.09 17.31

13380

2.07 1.64 1.85

1.92 1.49 1.70

5.9953 4.30

4.00 7.96 16.89

13410

2.10 1.64 1.87

1.95 1.49 1.72

5.9953 4.28

6.00 8.88 18.83

13440

1.98 0.80 1.39

1.83 0.65 1.24

5.9953 4.76

6.00 7.67 20.27

13470

1.97 1.50 1.74

1.82 1.35 1.59

5.9953 4.41

4.00 7.56 17.22

13500

1.62 1.47 1.54

1.47 1.32 1.39

5.9953 4.61

4.00 7.51 17.82

13530

1.82 1.53 1.67

1.67 1.38 1.52

5.9953 4.48

4.00 8.24 17.43

13560

1.83 1.49 1.66

1.68 1.34 1.51

5.9953 4.49

4.00 7.30 17.46

13590

1.85 1.58 1.72

1.70 1.43 1.57

5.9953 4.43

4.00 7.71 17.28

13620

2.30 1.58 1.94

2.15 1.43 1.79

5.9953 4.21

4.00 7.90 16.62

13650

1.99 1.51 1.75

1.84 1.36 1.60

5.9953 4.40

4.00 8.33 17.19

13680

1.93 1.33 1.63

1.78 1.18 1.48

5.9953 4.52

4.00 8.74 17.55

13710

1.90 0.52 1.21

1.75 0.37 1.06

5.9953 4.94

4.00 8.06 18.81

13740

2.00 0.53 1.26

1.85 0.38 1.11

5.9953 4.89

4.00 6.75 18.66

13770

1.55 0.52 1.03

1.40 0.37 0.88

5.9953 5.12

4.00 6.87 19.35

13800

1.80 0.67 1.24

1.65 0.52 1.09

5.9953 4.91

4.00 6.75 18.72

13830

1.87 0.81 1.34

1.72 0.66 1.19

5.9953 4.81

4.00 7.17 18.42

13860

1.93 0.88 1.40

1.78 0.73 1.25

5.9953 4.75

4.00 7.30 18.24

13890

2.06 2.17 2.11

1.91 2.02 1.96

5.9953 4.04

6.00 8.87 18.11

13920

2.02 1.68 1.85

1.87 1.53 1.70

5.9953 4.30

6.00 8.64 18.89

13950

1.94 1.83 1.89

1.79 1.68 1.74

5.9953 4.26

4.00 8.38 16.77

13980

1.94 1.84 1.89

1.79 1.69 1.74

5.9953 4.26

4.00 8.09 16.77

14010

1.92 1.85 1.88

1.77 1.70 1.73

5.9953 4.27

4.00 7.53 16.80

14040

1.96 1.85 1.91

1.81 1.70 1.76

5.9953 4.24

4.00 8.39 16.71

14070

1.87 1.07 1.47

1.72 0.92 1.32

5.9953 4.68

4.00 7.45 18.03

14100

1.90 0.85 1.38

1.75 0.70 1.23

5.9953 4.77

4.00 6.79 18.30



14130

2.01 1.59 1.80

1.86 1.44 1.65

5.9953 4.35

4.00 7.13 17.04

14160

2.14 1.58 1.86

1.99 1.43 1.71

5.9953 4.29

4.00 7.80 16.86

14190

2.03 1.23 1.63

1.88 1.08 1.48

5.9953 4.52

4.00 6.78 17.55

14220

1.89 1.24 1.57

1.74 1.09 1.42

5.9953 4.58

4.00 7.48 17.73

14250

1.64 1.51 1.57

1.49 1.36 1.42

5.9953 4.58

4.00 7.96 17.73

14280

1.42 1.45 1.43

1.27 1.30 1.28

5.9953 4.72

4.00 8.43 18.15

14310

1.51 1.43 1.47

1.36 1.28 1.32

5.9953 4.68

4.00 6.26 18.03

14340

1.60 1.57 1.58

1.45 1.42 1.43

5.9953 4.57

4.00 6.75 17.70

14370

1.80 1.61 1.71

1.65 1.46 1.56

5.9953 4.44

4.00 7.42 17.31

14400

1.81 1.03 1.42

1.66 0.88 1.27

5.9953 4.73

6.00 6.32 20.18

14430

1.80 1.03 1.42

1.65 0.88 1.27

5.9953 4.73

6.00 6.55 20.18

14460

1.97 1.64 1.81

1.82 1.49 1.66

5.9953 4.34

4.00 7.81 17.01

14490

2.03 1.77 1.90

1.88 1.62 1.75

5.9953 4.25

4.00 7.02 16.74

14520

2.11 1.62 1.87

1.96 1.47 1.72

5.9953 4.28

4.00 6.59 16.83

14550

2.11 1.58 1.85

1.96 1.43 1.70

5.9953 4.30

4.00 6.61 16.89

14580

2.03 1.62 1.83

1.88 1.47 1.68

5.9953 4.32

4.00 8.77 16.95

14610

2.03 1.65 1.84

1.88 1.50 1.69

5.9953 4.31

4.00 8.48 16.92

14640

2.05 1.72 1.89

1.90 1.57 1.74

5.9953 4.26

4.00 7.19 16.77

14670

1.94 1.66 1.80

1.79 1.51 1.65

5.9953 4.35

4.00 6.69 17.04

14700

2.44 1.74 2.09

2.29 1.59 1.94

5.9953 4.06

4.00 8.48 16.17

14730

2.30 1.94 2.12

2.15 1.79 1.97

5.9953 4.03

4.00 7.98 16.08

14760

2.30 1.94 2.12

2.15 1.79 1.97

5.9953 4.03

4.00 6.40 16.08

14790

2.27 1.94 2.11

2.12 1.79 1.96

5.9953 4.04

4.00 6.26 16.11

14820

2.14 1.93 2.04

1.99 1.78 1.89

5.9953 4.11

4.00 6.43 16.32

14850

2.18 1.89 2.03

2.03 1.74 1.88

5.9953 4.12

4.00 7.07 16.35

14880

2.12 1.93 2.03

1.97 1.78 1.88

5.9953 4.12

4.00 8.42 16.35

14910

2.04 1.98 2.01

1.89 1.83 1.86

5.9953 4.14

6.00 6.38 18.41



14940

2.15 2.14 2.14

2.00 1.99 1.99

5.9953 4.01

6.00 6.25 18.02

14970

1.97 1.99 1.98

1.82 1.84 1.83

5.9953 4.17

4.00 5.27 16.50

15000

1.86 1.94 1.90

1.71 1.79 1.75

5.9953 4.25

4.00 5.68 16.74

15030

1.88 1.94 1.91

1.73 1.79 1.76

5.9953 4.24

4.00 6.50 16.71

15060

2.07 1.98 2.03

1.92 1.83 1.88

5.9953 4.12

4.00 5.81 16.35

15090

2.07 2.01 2.04

1.92 1.86 1.89

5.9953 4.11

4.00 4.39 16.32

15120

2.13 2.01 2.07

1.98 1.86 1.92

5.9953 4.08

4.00 5.14 16.23

15150

2.10 2.00 2.05

1.95 1.85 1.90

5.9953 4.10

4.00 5.22 16.29

15180

2.07 1.99 2.03

1.92 1.84 1.88

5.9953 4.12

4.00 5.18 16.35

15210

2.08 2.03 2.05

1.93 1.88 1.90

5.9953 4.10

4.00 5.10 16.29

15240

2.24 2.12 2.18

2.09 1.97 2.03

5.9953 3.97

4.00 6.08 15.90

15270

2.06 2.11 2.09

1.91 1.96 1.94

5.9953 4.06

4.00 5.06 16.17

15300

2.07 2.09 2.08

1.92 1.94 1.93

5.9953 4.07

4.00 4.59 16.20

15330

2.05 2.10 2.08

1.90 1.95 1.93

5.9953 4.07

4.00 4.86 16.20

15360

2.13 2.15 2.14

1.98 2.00 1.99

5.9953 4.01

4.00 4.60 16.02

15390

1.99 2.23 2.11

1.84 2.08 1.96

5.9953 4.04

6.00 4.83 18.11

15420

2.17 2.28 2.22

2.02 2.13 2.07

5.9953 3.93

6.00 4.70 17.78

15450

1.92 2.08 2.00

1.77 1.93 1.85

5.9953 4.15

4.00 3.91 16.44

15480

2.29 2.00 2.15

2.14 1.85 2.00

5.9953 4.00

4.00 4.56 15.99

15510

2.12 2.30 2.21

1.97 2.15 2.06

5.9953 3.94

4.00 3.74 15.81

15540

2.23 2.17 2.20

2.08 2.02 2.05

5.9953 3.95

4.00 7.17 15.84

15570

2.18 2.14 2.16

2.03 1.99 2.01

5.9953 3.99

4.00 5.90 15.96

15600

2.19 2.16 2.17

2.04 2.01 2.02

5.9953 3.98

4.00 7.44 15.93

15630

1.98 2.08 2.03

1.83 1.93 1.88

5.9953 4.12

4.00 6.14 16.35

15660

1.98 1.59 1.78

1.83 1.44 1.63

5.9953 4.37

4.00 5.35 17.10

15690

2.18 1.69 1.94

2.03 1.54 1.79

5.9953 4.21

4.00 5.61 16.62

15720

1.96 1.94 1.95

1.81 1.79 1.80

5.9953 4.20

4.00 5.12 16.59



15750

1.97 2.04 2.00

1.82 1.89 1.85

5.9953 4.15

4.00 5.85 16.44

15780

1.86 2.00 1.93

1.71 1.85 1.78

5.9953 4.22

4.00 6.31 16.65

15810

2.15 1.92 2.04

2.00 1.77 1.89

5.9953 4.11

4.00 6.64 16.32

15840

2.18 2.45 2.31

2.03 2.30 2.16

5.9953 3.84

4.00 5.38 15.51

15870

2.25 1.94 2.09

2.10 1.79 1.94

5.9953 4.06

4.00 5.93 16.17

15900

2.29 2.10 2.19

2.14 1.95 2.04

5.9953 3.96

6.00 5.83 17.87

15930

2.33 2.16 2.24

2.18 2.01 2.09

5.9953 3.91

6.00 5.40 17.72

15960

2.26 2.05 2.16

2.11 1.90 2.01

5.9953 3.99

4.00 5.73 15.96

15990

2.30 2.17 2.23

2.15 2.02 2.08

5.9953 3.92

4.00 5.83 15.75

16020

2.00 2.01 2.00

1.85 1.86 1.85

5.9953 4.15

4.00 5.96 16.44

16050

2.01 2.07 2.04

1.86 1.92 1.89

5.9953 4.11

4.00 7.38 16.32

16080

2.15 1.91 2.03

2.00 1.76 1.88

5.9953 4.12

4.00 5.74 16.35

16110

1.94 1.75 1.85

1.79 1.60 1.70

5.9953 4.30

4.00 5.89 16.89

16140

2.30 2.06 2.18

2.15 1.91 2.03

5.9953 3.97

4.00 6.78 15.90

16170

2.46 2.14 2.30

2.31 1.99 2.15

5.9953 3.85

4.00 5.25 15.54

16200

2.45 2.25 2.35

2.30 2.10 2.20

5.9953 3.80

4.00 4.85 15.39

16230

2.41 2.47 2.44

2.26 2.32 2.29

5.9953 3.71

4.00 4.60 15.12

16260

2.52 2.02 2.27

2.37 1.87 2.12

5.9953 3.88

4.00 4.58 15.63

16290

2.45 2.47 2.46

2.30 2.32 2.31

5.9953 3.69

4.00 5.35 15.06

16320

2.38 2.04 2.21

2.23 1.89 2.06

5.9953 3.94

4.00 6.69 15.81

16350

2.28 1.62 1.95

2.13 1.47 1.80

5.9953 4.20

4.00 6.31 16.59

16380

2.36 1.62 1.99

2.21 1.47 1.84

5.9953 4.16

4.00 7.60 16.47

16405

-0.49

-0.4

9 -0.49

-0.64

-0.6

4 -0.64

5.9953

6.64

6.00 0.00

25.91 1644

0 1.49 1.6

6 1.57 1.34 1.5

1 1.42 5.995

3 4.58 6.00 6.77

19.73



Annexure 3.6: Location for Proposed Protection/Gabion Wall

Chainage

Bottom

R.L. Top R.L.

Height

Top Widt

h

Bottom

width TW+BW/2 Area

M.Area

Length

Quantity

Protection Wall @ Ratan Kotha

7360 96.18 100.

50 4.3

2 1.00 9.64 5.32

22.98

7390 96.20 100.

50 4.3

0 1.00 9.60 5.30

22.79

22.89 30

686.59

7420 96.00 100.

50 4.5

0 1.00 10.00 5.50

24.75

23.77 30

713.10

7450 96.70 100.

50 3.8

0 1.00 8.60 4.80

18.24

21.50 30

644.85

7480 96.65 100.

50 3.8

5 1.00 8.70 4.85

18.67

18.46 30

553.69

7510 96.60 100.

50 3.9

0 1.00 8.80 4.90

19.11

18.89 30

566.74

7540 96.75 100.

50 3.7

5 1.00 8.50 4.75

17.81

18.46 30

553.84

7570 96.70 100.

50 3.8

0 1.00 8.60 4.80

18.24

18.03 30

540.79

7600 96.65 100.

50 3.8

5 1.00 8.70 4.85

18.67

18.46 30

553.69

7630 96.80 100.

50 3.7

0 1.00 8.40 4.70

17.39

18.03 30

540.94

7660 96.85 100.

50 3.6

5 1.00 8.30 4.65

16.97

17.18 30

515.44

7690 96.65 100.

50 3.8

5 1.00 8.70 4.85

18.67

17.82 30

534.68

7720 96.70 100.

50 3.8

0 1.00 8.60 4.80

18.24

18.46 30

553.69

7750 96.72 100.

50 3.7

8 1.00 8.56 4.78

18.07

18.15 30

544.63

7780 96.78 100.

50 3.7

2 1.00 8.44 4.72

17.56

17.81 30

534.40

7810 96.68 100.

50 3.8

2 1.00 8.64 4.82 18.4

17.99 30

539.56



1

7840 96.82 100.

50 3.6

8 1.00 8.36 4.68

17.22

17.82 30

534.52

7870 96.79 100.

50 3.7

1 1.00 8.42 4.71

17.47

17.35 30

520.45

7900 96.85 100.

50 3.6

5 1.00 8.30 4.65

16.97

17.22 30

516.70

7930 96.76 100.

50 3.7

4 1.00 8.48 4.74

17.73

17.35 30

520.50

7960 96.80 100.

50 3.7

0 1.00 8.40 4.70

17.39

17.56 30

526.76

7990 96.67 100.

50 3.8

3 1.00 8.66 4.83

18.50

17.94 30

538.33

8020 96.69 100.

50 3.8

1 1.00 8.62 4.81

18.33

18.41 30

552.38

8050 96.71 100.

50 3.7

9 1.00 8.58 4.79

18.15

18.24 30

547.20

8080 96.74 100.

50 3.7

6 1.00 8.52 4.76

17.90

18.03 30

540.78

8110 96.75 100.

50 3.7

5 1.00 8.50 4.75

17.81

17.86 30

535.65

8140 96.70 100.

50 3.8

0 1.00 8.60 4.80

18.24

18.03 30

540.79

8170 96.64 100.

50 3.8

6 1.00 8.72 4.86

18.76

18.50 30

554.99

8200 96.80 100.

50 3.7

0 1.00 8.40 4.70

17.39

18.07 30

542.24

8230 96.86 100.

50 3.6

4 1.00 8.28 4.64

16.89

17.14 30

514.19

8260 96.85 100.

50 3.6

5 1.00 8.30 4.65

16.97

16.93 30

507.93

8290 96.83 100.

50 3.6

7 1.00 8.34 4.67

17.14

17.06 30

511.67

8320 96.79 100.

50 3.7

1 1.00 8.42 4.71

17.47

17.31 30

519.19

8350 96.80 100.

50 3.7

0 1.00 8.40 4.70 17.3

17.43 30

522.96



9

8380 96.78 100.

50 3.7

2 1.00 8.44 4.72

17.56

17.47 30

524.23

8410 96.76 100.

50 3.7

4 1.00 8.48 4.74

17.73

17.64 30

529.29

8440 96.78 100.

50 3.7

2 1.00 8.44 4.72

17.56

17.64 30

529.29

8470 96.80 100.

50 3.7

0 1.00 8.40 4.70

17.39

17.47 30

524.23

8500 96.75 100.

50 3.7

5 1.00 8.50 4.75

17.81

17.60 30

528.04

8530 96.82 100.

50 3.6

8 1.00 8.36 4.68

17.22

17.52 30

525.52

8560 96.73 100.

50 3.7

7 1.00 8.54 4.77

17.98

17.60 30

528.08

8590 96.75 100.

50 3.7

5 1.00 8.50 4.75

17.81

17.90 30

536.93

8620 96.80 100.

50 3.7

0 1.00 8.40 4.70

17.39

17.60 30

528.04

8650 96.85 100.

50 3.6

5 1.00 8.30 4.65

16.97

17.18 30

515.44

8680 96.90 100.

50 3.6

0 1.00 8.20 4.60

16.56

16.77 30

502.99

8710 96.89 100.

50 3.6

1 1.00 8.22 4.61

16.64

16.60 30

498.03

Total Length in M.

1350

TOTAL QUANTITY IN M3

24393.9

5



Annexure 3.7: Cross sections of CD Works



Annexure 3.8: Quarry Map



Annexure 4.1: Strip Maps of The Direct Impact Zone



Annexure 5.1: Permission Letter from Mangroves Cell of Forest Department



ANNEXURE 6.1 : HIGH COURT NOTIFICATION FOR MANGROVE PROTECTION



’



Annexure 7.1: Inventory of Hot Spots, Critical and Sensitive Locations

Saline Embankment Narvel Benavale Project Area

Package: _____________________________________________________________ Data Sheet No. Date Time: Name of Enumerator: ……………………………………………………………………………

1. Location

Section (Km) Name of Village/ Urban Ward

Chainage in m City / urban area Taluka District Block Landmark Location GPS Coordinates Left side Right Side Lat Lon Informant details

Name Address

Contact No Occupation

2. Inventory of anticipated impacts 2.1 Traffic Congestion observed / projected

Location details Present During Construction After construction

2.2 Inventory of physical assets located in the corridor likely to be affected

Location details - Private Assets- Utility Public Assets– Utility Community Property Resources - Utility

2.3 Probable impact on assets



Who will be affected most

Temporary – shifting Permanent – Displacement

Inaccessibility (to shop etc.)

Private Assets Public Assets CPR

2.4 Likely inconvenience to public due to project (frequent visitors to the location)

Description of inconvenience

Temporary

Permanent Who will be affected most

2.5 Likely uncomfortable conditions for people (Inhabitants aside the locations)

Description of uncomfortable conditions

Temporary Permanent Who will be affected most

2.6 Likely impacts on accessibility to Livelihood resources– shops, business, individuals, households and others

Description of livelihood accessibility to resources

Temporary Permanent Who will be affected most

2.7 Impact on archaeological and cultural /tourist spots

2.8 Loss of Trees

Location and ownership – public, private

Species Density Area



2.9 Likely impact on movement / Transit corridors of cattle, wildlife

Location, Type of cattle Likely impact permanent

Likely impact – temporary

2.10 Likely impact on Air / Noise pollution

Location Air Noise Cumulative Impact

2.11 Land Acquisition requirements if any

Location Area in ha No of Project Affected Households

LA amounts to displacement of households

2.12 Any other Specify -

Name Signature



Annexure 7.2 : Format for Conducting Census

Name of Village / Ward No. Household : Date Name Sex Age Relation to Household Head (HH) Primary Occupation Secondary Occupation Number of HH Members Disaggregated by Sex Property Ownership with Estimated Value

• Structures

• Land and Type

• Other: Wells, Trees, Livestock Highest Level of Education Income

• Farm-based

• Off-farm labor

• Informal Sector Activities

• Other: Remittances Name and Signature of Surveyor Name and Signature of Informant



Annexure 7.3: List of PAP

S

r

.

N

o

.

F

r

o

m

R

e

d

u

c

i

n

g

D

i

s

t

a

n

c

e

(

R

D

)/

C

h

a

i

n

a

g

e

T

o

R

e

d

u

c

i

n

g

D

i

s

t

a

n

c

e

(

R

D

)/

C

h

a

i

n

a

g

e

Name

of the

Land

Owner

/s

Sur

vey

Nu

mb

er/

Gut

No

T

y

p

e

of

L

a

n

d

/

C

la

ss

ifi

ca

ti

o

n

of

L

a

n

d

Tot

al

Are

a in

the

Sur

vey

No.

Exis

ting

land

unde

r

emb

ank

men

t

Add

ition

al

land

area

requ

ired

for

emb

ank

men

t

O

n

t

h

e

S

e

a

/

C

r

e

e

k

S

i

d

e

(

1

)

o

r

L

a

n

d

w

o

r

d

/

C

o

n

t

r

y

s

i

d

e

Na

me

of

the

Titl

e

hol

der

/

lan

d

ow

ner

Lan

d

Own

ershi

p

{Go

vt.

(1) /

Pvt

(2)}

Remarks

Structures on the Exsting

Embankment Structures on the Proposed Embankment

(

Are

a in

Ha.

)

(

Area

in

Ha.)

(Are

a in

Ha.)

Houses

Area

(sqmtrs)

Catt

lesh

ed

T

r

e

e

s

(

S

p

e

c

i

e

s

a

n

d

N

u

m

b

e

r

s

)

Commun

Utilities

(Cremitorium

/Temple/Wat

er Tanks

/Electric

Polls/Hand

Pumps etc)

An

y

Ot

her

Houses

Area

(sqmtrs)

C

a

t

t

l

e

s

h

e

d

Fis

h

Po

nd

Trees

(Speci

es and

Numb

ers)

C

o

m

m

u

n

U

t

i

l

i

t

i

e

s

(

C

r

e

m

i

t

o

r

i

u

m

/

T

e

m

p

l

e

/

Any Other



(

2

)

W

a

t

e

r

T

a

n

k

s

/

E

l

e

c

t

r

i

c

P

o

l

l

s

/

H

a

n

d

P

u

m

p

s

e

t

c

)

1 2 3 4

5 6 7 8 9 1

0 11 12 13 14 15

1

6 17 18 19

2

0 21 22

2

3 24

Kales

hriva

di

1 0 5

1

Shri.

Ganap

ati

Dev

Vahiva

210

P

V

T.

0.9

4.3

0.00

9

0.00

58 2

PV

T. PVT.

Permane

nt/Reside

ntial

Hou

ses

(f/s)

6

2

s

q

m

- -

Electrical

pole @

ch.5m

- - - - - - - -



tdar t

2

Ravika

nt

Naray

an

Thaku

r

3

Arun

Naray

an

Thaku

r

4

Jayshr

ee

Naray

an

Thaku

r

5

Shaku

ntala

Naray

an

Thaku

r

6

Rajash

ri

Naray

an

Thaku

r

7

Kishor

Naray

an

Thaku

r

8

Niraba

i

Naray

an

Thaku

r

9 1

2

3

6

Ravika

nt

Naray

an

Thaku

211

P

V

T.

0.0

2.2

0.00

54

0.00

46 2

PV

T. PVT. - - - - - - - - - - - - - -



r

1

0

Arun

Naray

an

Thaku

r

1

1

Jayshr

ee

Naray

an

Thaku

r

1

2

Shaku

ntala

Naray

an

Thaku

r

1

3

Rajash

ri

Naray

an

Thaku

r

1

4

Kishor

Naray

an

Thaku

r

1

5

Niraba

i

Naray

an

Thaku

r

1

6

5

1

1

5

6

Mada

n

Shank

ar

Patil

190

P

V

T.

0.5

7.9

0.08

37

0.07

59 2

PV

T. PVT. - - - - - - - - - - - - - -

1

7 &

Rama

n

Shank

ar

Patil

1 3 1 Anjani



8 8 8

3

Babur

ao

Patil

1

9

Rajani

Shashi

kant

mokal

2

0

Rohini

Shank

ar

Patil

2

1

Mukta

bai

Shank

ar

Patil

2

2

1

5

6

1

9

7

Tai

Murali

dhar

Mhatr

e

192

P

V

T

0.5

4.4

0.01

3

0.01

75 1 -

W.C

BLO

CK

(f/s)

2

s

q

m

t

- - - - - - - - - - -

2

3

Shank

ar

Murali

dhar

Mhatr

e

2

4

Geeta

Govar

dhan

Patil

2

5

Pramil

a

Rohid

as

Patil

2

6

1

9

1

2

4

0

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

189

P

V

T.

0.1

5.4

0.03

1

0.03

21 2

PV

T. PVT. - - - - - - - - - - - - - -

2

7

2

3

2

6

Shri.

Marut188

P

V

0.0

9.4

0.00

32

0.01

56 2

PV

T. PVT. - - - - - - - - - - - - - -



4 0 i Dev

Vastav

ya

Kalesh

ri

T.

2

8

Pandu

rang

Hasu

Patil

2

9

Shara

d

Vasan

t Patil

3

0

2

4

0

3

1

6

Sunil

Prabh

akar

Thaku

r 187

P

V

T.

0.5

6.2

0.03

68

0.04

85 2

PV

T. PVT. - - - - - - - - - - - - - -

3

1

Suhas

Prabh

akar

Thaku

r

3

2

3

0

5

3

2

5

Hasu

Shank

ar

Mhatr

e

177

P

V

T.

0.2

9.0

0.00

01

0.00

31 2

PV

T. PVT.

3

3

Motir

am

Shank

ar

Mhatr

e

3

4

Hashi

Hiru

Mhatr

e

3

5

Vishn

u

Raghu

nath

Mhatr

e

3

6

Vasan

t

Raghu



nath

Mhatr

e

3

7

Kamla

kar

Raghu

nath

Mhatr

e

3

8

Sitabai

Vitthal

Mhatr

e

3

9

Taram

ati

Harish

chand

ra

Mhatr

e

4

0

3

8

8

7

0

2

Comp

any

S.E.Z

168

/1

P

V

T.

0.8

3.7

0.04

39

0.18

58 2

PV

T. PVT.

- - - - - - - - - - - - - -

4

1

Comp

any

S.E.Z

168

/2

P

V

T.

0.4

5.0

PV

T. PVT.

4

2

Comp

any

S.E.Z

168

/3

P

V

T.

0.4

5.0

PV

T. PVT.

4

3

Arvind

Nilkan

th

Thaku

r

168

/4A

P

V

T.

0.6

5.0

PV

T. PVT.

4

4

Kumar

Nilkan

th

Thaku

r

168

/4B

P

V

T.

0.6

0.0

PV

T. PVT.

4

5

Comp

any

S.E.Z

168

/5

P

V

T.

0.8

0.0

PV

T. PVT.

4

6

Comp

any

S.E.Z

168

/6

P

V

T.

0.3

7.8

PV

T. PVT.

4

7

1

2

1

3

Shri.

Marut

158

/1

P

V

0.3

8.4 0

0.00

33 2

PV

T. PVT. - - - - - - - - - - - - - -



9

0

1

0

i Dev

Vastav

ya

Kalesh

ri

T.

4

8

Pandu

rang

Hasu

Patil

4

9

Shara

d

Vasan

t Patil

5

0

Shri.

Marut

i Dev

Vastav

ya

Kalesh

ri 158

/2

P

V

T.

0.3

6.9

PV

T. PVT.

5

1

Pandu

rang

Hasu

Patil

5

2

Shara

d

Vasan

t Patil

5

3

Shri.

Marut

i Dev

Vastav

ya

Kalesh

ri 158

/3

P

V

T.

0.2

9.8

PV

T. PVT.

5

4

Pandu

rang

Hasu

Patil

5

5

Shara

d

Vasan

t Patil

5

6

Shri.

Marut

i Dev

Vastav

158

/4

P

V

T.

1.4

2.4

PV

T. PVT.



ya

Kalesh

ri

5

7

Pandu

rang

Hasu

Patil

5

8

Shara

d

Vasan

t Patil

5

9

Gover

nment

land 154

G

o

vt

.

13.

55.

0

0.77

61

0.97

99

1

&

2

Go

vt.

Govt

. - - - - - - - - - - - - - -

6

0

1

7

7

0

1

8

2

6

Sitabai

Jayra

m

Thaku

r

153

P

V

T.

0.0

3.0

0.01

35

0.03

88 1

PV

T. PVT. - - - - -

Electrical

pole @

ch.1833m

- - - - - - - -

6

1

Mahar

udra

Jayra

m

Thaku

r

6

2

Pralha

d

Jayra

m

Thaku

r

6

3

Rampr

asad

Jayra

m

Thaku

r

6

4

Bhagy

ashri

Dhar

mendr

a

Mhatr

e



6

5

Ganpa

t

Laksh

man

Thaku

r

6

6

Parsh

uram

Laksh

man

Thaku

r

6

7

Hausa

bai

Laksh

man

Thaku

r

6

8

Sunita

Laksh

man

Thaku

r

6

9

Yasho

dha

Yashw

ant

Thaku

r

7

0

Hanu

mant

Yashw

ant

Thaku

r

7

1

Pandh

arinat

h

Yashw

ant

Thaku

r

7

2

Hiraba

i

Yashw

ant

Thaku



r

7

3

Bharat

i

Yashw

ant

Thaku

r

7

4

Sudha

Yashw

ant

Thaku

r

7

5

Shant

abai

Yashw

ant

Thaku

r

7

6

Gauta

m

Yashw

ant

Thaku

r

7

7

Devta

Yashw

ant

Thaku

r

7

8

Ravika

nt

Babur

ao

Thaku

r

7

9

1

8

2

6

1

8

1

8

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

152

P

V

T.

0.2

6.3

0.00

03

0.00

07 2

PV

T. PVT. - - - - - - - - - - - - - -

- - - - - - - - - - - - - -



Tukar

amwa

di

(Kano

ba)

- - - - - - - - - - - - - -

8

0

1

8

2

5

1

9

5

0

Gover

nment

of

mahar

ashtra

62

G

O

V

T.

3.1

1

0.08

21

0.08

95 1

GO

VT.

GOV

T.

Temporar

y/Reside

ntial

(Govt.

land)

- - - -

Electrical

pole @

ch.1892m

Electrical

pole @

ch.2445m

-

H

o

u

s

e

(

c

/

s

)

42

sqmt

- - - - Farm Pond at

ch.2438m

H

o

u

s

e

(

c

/

s

)

40

sqmt

H

o

u

s

e

(

c

/

s

)

42

sqmt

H

o

u

s

e

(

c

/

s

)

20

sqmt

H

o

34

sqmt



u

s

e

(f

/

s

)

8

1

1

9

1

0

1

9

2

9

Rama

bai

Ramc

handra

Thaku

r

100

P

V

T

1.8

8.6

0.00

36

0.00

41 2

PV

T PVT - - - - - - - - - - - - - -

8

2

Shridh

ar

Ramc

handra

Thaku

r

8

3

Janard

an

Ramc

handra

Thaku

r

8

4

Gajan

an

Ramc

handra

Thaku

r

8

5

Pravin

Ramc

handra

Thaku

r

8

6

Jayva

nti

Murali

dhar

Patil

8

7

Sunan

da

Pandu

rang

Muka

dam

8

8

Kaush

alya



Rames

h Patil

8

9

Sunita

Gajan

an

Mhatr

e

9

0

Gunva

nti

Chang

dev

Mhatr

e

9

1

1

8

9

6

1

9

1

8

Vittha

l

Naray

an

Koli

103

P

V

T

0.0

1.0

0.00

82 0 1

PV

T PVT - - - - - - - - - - - - - -

9

2

1

9

1

8

1

9

4

0

Ganpa

t

Rama

Koli

102

P

V

T

0.0

1.0

0.00

35 0 1

PV

T PVT - - - - - - - - - - - - - -

9

3

Nagib

ai

Ganpa

t Koli

9

4

Parshu

ram

Ganpa

t Koli

9

5

Kamla

kar

Ganpa

t Koli

9

6

Prabh

akar

Ganpa

t Koli

9

7

Tai

Ganpa

t Koli

Tukar

amwa

di

(Kano

ba)

- - - - - - - - - - - - - -

1 1

9

2

5

Gover

nment 62

GO

VT.

3.1

1

0.3

332

0.1

925 1

GO

VT.

GO

VT.

Tempora

ry/Resid- - - -

Electric

al pole -

House

(c/s)

42

sqm- - - -

Farm Pond at

ch.2438m



5

0

3

8

of

mahar

ashtra

ential

(Govt.

land)

@

ch.1892

m

Electric

al pole

@

ch.2445

m

t

House

(c/s)

40

sqm

t

House

(c/s)

42

sqm

t

House

(c/s)

20

sqm

t

House

(f/s)

34

sqm

t

2

1

9

6

6

1

9

8

4

Devaji

Krush

na

Mhatr

e

74 PV

T

0.2

6.3 0

0.0

045 2

PV

T

PV

T - - - - - - - - - - - - - -

3

1

9

8

4

2

0

2

7

Vasan

t

Tukar

am

Mhatr

e

73 PV

T

0.2

3.5 0

0.0

147 2

PV

T

PV

T - - - - - - - - - - - - - -

4

2

0

2

7

2

0

6

1

Balira

m

Namd

ev

Mhatr

e

72 PV

T

0.1

8.2 0

0.0

07 2

PV

T

PV

T - - - - - - - - - - - - - -

5

2

0

6

4

2

0

8

7

Balaji

Ragha

Mhatr

e

71 PV

T

0.1

9.2 0

0.0

038

2.0.

0

PV

T

PV

T - - - - - - - - - - - - - -

6

Hiriba

i

Kamal

Mhatr

e

7

Ramd

as

Kamal

Mhatr

e

8

Raghu

pati

Kamal

Mhatr



e

9

Krush

na

Kamal

Mhatr

e

1

0

2

0

8

7

2

1

1

5

Shrav

ani

Joma

Mokal

70 PV

T

0.1

7.2 0

0.0

087

2.0.

0

PV

T

PV

T - - - - - - - - - - - - - -

1

1

Dattar

am

Dhava

ji

Mokal

1

2

Atmar

am

Dhava

ji

Mokal

1

3

Parash

uram

Dhava

ji

Mokal

1

4

Balira

m

Dhava

ji

Mokal

1

5

Vijay

Dhava

ji

Mokal

1

6

Sumat

i

Madh

ukar

Mhatr

e

1

7

Devku

bai

Dhava

ji

Mokal

1

8

Chhay

a

Devic

handra



Patil

1

9

2

1

1

5

2

1

7

2

Janard

an

Budhy

a

Mhatr

e

69 PV

T

0.2

8.4 0

0.0

353 2

PV

T

PV

T - - - - - - - - - - - - - -

2

0

2

1

7

2

2

1

9

1

Shri

Maruti

Devaj

Sthan

Vahiv

at

68 PV

T

0.0

5.6 0

0.0

118 2

PV

T

PV

T - - - - - - - - - - - - - -

2

1

Gana

Maha

du

Mhatr

e

2

2

Balaji

Nama

Mhatr

e

2

3

2

1

9

1

2

2

7

4

Naray

n

Ramaj

i

Mhatr

e

67 PV

T

0.3

2.4

0.0

254

0.0

463 2

PV

T

PV

T

Permane

nt/Resid

ential

House

(f/s)

79

sq

mt

- - - - - - - - - - -

2

4

2

2

7

4

2

3

7

3

Janard

an &

Balaji

Budhy

a

Mhatr

e

64 PV

T

0.2

8.3

0.0

595

0.0

385 2

PV

T

PV

T - - - - - - - - - - - - - -

2

5

2

1

7

1

2

4

1

9

Gover

nment

of

mahar

ashtra

63 GO

VT.

0.1

0.4

0.0

582

0.0

568 1

GO

VT.

GO

VT. - - - - - - - - - - - - -

Farm Pond at

ch. 2378m

Moth

e bhal

2

6

2

5

5

7

2

6

4

0

Anant

Pandu

rang

Mhatr

e

38 PV

T

0.1

9.3

0.0

719

0.0

541

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -



2

7

2

5

4

3

2

5

5

7

Rama

Joma

Mhatr

e

39 PV

T

0.0

8.2 0

0.0

043 2

PV

T

PV

T - - - - - - - - - - - - - -

Creek

side

0.0

176

0.0

182 1

- - - - - - - - - - - - - -

Vittha

lwadi - - - - - - - - - - - - - -

2

8

2

6

3

5

2

6

7

2

Natha

Vama

n

Mhatr

e

43

7

PV

T

0.4

3.5

0.0

089

0.0

224 2

PV

T

PV

T - - - - - - - - - - - - - -

2

9

Balkru

shna

Vama

n

Mhatr

e

3

0

Ramd

as

Vama

n

Mhatr

e

3

1

Bayob

ai

Janard

an

Patil

3

2

Bhagu

bai

Balira

m

Patil

3

3

Gangu

bai

Aabaji

Patil

3

4

Annap

urna

Kesha

v

Mhatr

e



3

5

Mathu

ra

Bhask

ar

Patil

3

6

2

6

7

2

2

6

9

0

Pandu

rang

Shivar

am

Mhatr

e 43

6

PV

T

0.1

6.9

0.0

049

0.0

131 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch. 2675m

(combine

436,435 &

434) 3

7

Shank

untala

Shivar

am

Mhatr

e

3

8

2

6

9

0

2

7

1

1

Kashin

ath

Chang

a

Mhatr

e

43

5

PV

T

0.2

6.7

0.0

041

0.0

184 2

PV

T

PV

T - - - - - - - - - - - - - -

3

9

2

7

1

1

2

7

3

1

Pandu

rang

Shivar

am

Mhatr

e

43

4

PV

T

0.3

0.6

0.0

021

0.0

175 2

PV

T

PV

T - - - - - - - - - - - - - -

4

0

2

7

3

1

2

7

6

8

Nagib

ai

Rama

Mhatr

e

43

2

PV

T

0.2

63

0.0

082

0.0

261 2

PV

T

PV

T - - - - - - - - - - - - - -

4

1

Narha

ri

Rama

Mhatr

e

4

2

Vasud

ev

Rama

Mhatr

e

4

3

Vatsal

a

Vasan



t

Mhatr

e

4

4

Vinaya

k

Vasan

t

Mhatr

e

4

5

Minak

shi

Vasan

t

Mhatr

e

4

6

Vanita

Pramo

d

Mhatr

e

4

7

Shank

untala

Anant

Mhatr

e

4

8

Sandip

Anant

Mhatr

e

4

9

Nitin

Anant

Mhatr

e

5

0

Sanjiv

ani

Anant

Mhatr

e

5

1

Indum

ati

Anant

Mhatr

e

5

2

Sindh

u

Shant

aram



Patil

5

3

2

7

6

8

2

7

9

5

Shanti

bai

Joma

Katho

d

Mhatr

e

42

8

PV

T

0.1

3.2

0.0

083

0.0

233 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch.2784m

(combine 428

& 427)

5

4

2

7

9

5

2

8

0

7

Naga

Chang

a

Mhatr

e

42

7

PV

T

0.0

8.6

0.0

031

0.0

1 2

PV

T

PV

T - - - - - - - - - - - - - -

5

5

Ramac

handr

a

Chang

a

Mhatr

e

5

6

Budhi

bai

Joma

Mhatr

e

5

7

Barku

bai

Tukar

am

Patil

5

8

2

8

0

7

2

8

2

8

Parvat

i

Marut

i

Mhatr

e

42

6

PV

T

0.0

9.1

0.0

015

0.0

188 2

PV

T

PV

T - - - - - - - - - - - - - - 5

9

Sunan

da

Parsh

uram

Patil

6

0

Chand

ralekh

a

Marut

i



Mhatr

e

6

1

Laksh

mi

Bhau

Patil

6

2

Usha

Marut

i

Mhatr

e

6

3

Gulab

Ambaj

i Patil

6

4

2

8

2

8

2

8

5

8

Vama

n

Naga

Mhatr

e

41

9

PV

T

0.3

2.4 0

0.0

252 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch. 2829m

6

5

Babib

ai

Bacch

u Patil

6

6

Tai

Balkru

shna

Mhatr

e

6

7

2

8

5

8

2

8

9

0

Balu

Ambu

Mhatr

e

41

8

PV

T

0.3

5.1 0

0.0

277 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch.2847m

(combine 418

& 419)

6

8

Pandu

rang

Balu

Mhatr

e

6

9

Surek

ha

Subha

sh

Patil

7

0

2

8

9

0

2

9

2

4

Ratna

kar

Krush

na

Mhatr

41

7

PV

T

0.3

5.1 0

0.0

236 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch. 2893m



e

7

1

2

9

2

4

2

9

5

0

Ramc

handr

a

Nagaji

Mhatr

e

41

6

PV

T

0.3

5.2 0

0.0

161 2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch. 2925m

7

2

Namd

ev

Nagaji

Mhatr

e

7

3

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PV

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PV

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PV

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PV

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5

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4

5

3

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129 0 2

PV

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PV

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PV

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PV

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8

1

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9

Ashok

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ar

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e

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0

PV

T

0.3

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0.0

739

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

2

0

8

Mumb

ai

Vishes

h

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kshetr

a

comp

any

2 8 8 Kashin 54 PV 0.3 0.0 0.0 1 PV PV - - - - - - - - - - - - - -



0

9

1

9

9

2

3

7

ath

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e

9 T 9.0 265 26 T T

2

1

0

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

2

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1

8

2

3

7

8

2

9

0

Balara

m

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ar

Mhatr

e

54

8

PV

T

0.3

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0.0

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PV

T

PV

T - - - - - - - - - - - - - -

2

1

2

8

2

9

0

8

3

2

8

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a

Mhatr

e

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7

PV

T

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0.0

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PV

T

PV

T - - - - - - - - - - - - - -

2

1

3

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bai

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e

2

1

4

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e

2

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5

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e

2

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6

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ma

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7

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ai

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h

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kshetr

a

comp

any

2

1

8

8

3

2

8

8

4

4

2

Shank

ar

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e

55

5

PV

T

0.4

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751

0.0

783 1

PV

T

PV

T - - - - - - - - - - - - - -

2

1

9

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h

Shank

ar

Mhatr

e

2

2

0

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

2

2

1

8

4

4

2

8

5

5

7

Gover

nment

of

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ashtra

16

4

GO

VT.

1.5

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0.0

806 0.0

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1 GO

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GO

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2

2

2

8

5

7

0

8

6

0

8

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

69

3

PV

T

0.1

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0.0

212

0.0

257

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

2

2

3

8

6

0

8

8

6

2

5

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ai

Vishes

h

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kshetr

69

2

PV

T

0.1

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0.0

093

0.0

136 1

PV

T

PV

T - - - - - - - - - - - - - -



a

comp

any

2

2

4

8

6

2

5

8

6

4

2

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Kasha

Thaku

r

69

1

PV

T

0.1

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0.0

092

0.0

128 1

PV

T

PV

T - - - - - - - - - - - - - -

2

2

5

Indira

Shank

ar

Mhatr

e

2

2

6

Chand

ra

Hiram

an

Mhatr

e

2

2

7

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ao

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dev

Thaku

r

2

2

8

Chand

rakant

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dev

Thaku

r

2

2

9

Suryak

ant

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dev

Thaku

r

2

3

0

Anuba

i Lahu

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2

3

1

8

6

4

2

8

6

6

2

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ukar

Laksh

man

Thaku

r

69

0

PV

T

0.1

2.4

0.0

126

0.0

147 1

PV

T

PV

T - - - - - - - - - - - - - -

2

3

8

6

8

6

Bamu

bai

68

9

PV

T

0.1

5.2

0.0

115

0.0

133 1

PV

T

PV

T - - - - - - - - - - - - - -



2 6

2

7

8

Ganpa

t

Mhatr

e

2

3

3

Parsh

uram

Posha

Patil

2

3

4

Shant

a

Ambaj

i

Mhatr

e

2

3

5

Jomub

ai

Babur

ao

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2

3

6

Ramu

bai

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an

Mhatr

e

2

3

7

Naray

an

Babur

ao

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2

3

8

Bhima

bai

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am

Mhatr

e

2

3

9

Sakhu

bai

Shant

abai

Patil

2

4

0

Taibai

Dhana

ji Patil

2

4

1

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abai

Babur



ao

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2

4

2

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da

Ramb

hau

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2

4

3 8

6

7

8

8

6

9

6

Marut

i

Kunda

lik

Thaku

r 68

8

PV

T

0.1

2.4

0.0

119

0.0

142 1

PV

T

PV

T - - - - - - - - - - - - - -

2

4

4

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Ganpa

t

Mhatr

e

2

4

5

8

6

9

6

8

7

0

9

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

68

7

PV

T

0.1

3.1

0.0

07

0.0

109 1

PV

T

PV

T - - - - - - - - - - - - - -

2

4

6

8

7

0

9

8

7

2

2

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

68

6

PV

T

0.1

4.4

0.0

073

0.0

102 1

PV

T

PV

T - - - - - - - - - - - - - -

2

4

7

8

7

2

2

8

7

3

5

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

68

5

PV

T

0.1

3.9

0.0

099

0.0

114 1

PV

T

PV

T - - - - - - - - - - - - - -

2

4

8

7

8

7

Naga

Kasha

68

4

PV

T

0.1

6.0

0.0

087

0.0

079 1

PV

T

PV

T - - - - - - - - - - - - - -



8 3

5

4

7

Thaku

r

2

4

9

Indira

Shank

ar

Mhatr

e

2

5

0

Chand

ra

Hiram

an

Mhatr

e

2

5

1

Babur

ao

Maha

dev

Thaku

r

2

5

2

Chand

rakant

Maha

dev

Thaku

r

2

5

3

Suryak

ant

Maha

dev

Thaku

r

2

5

4

Anuba

i Lahu

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2

5

5

8

7

4

7

8

7

5

9

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ushna

Shank

ar

Patil

68

3

PV

T

0.1

0.6

0.0

097

0.0

086 1

PV

T

PV

T - - - - - - - - - - - - - -

2

5

6

8

7

5

9

8

7

9

9

Gover

nment

of

Mahar

ashtra

68

2

PV

T

8.1

6.0

0.2

411

0.3

421

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

2

5

7

8

7

9

8

8

1

Naga

Kasha

Thaku

79

6

PV

T

0.1

4.9

0.0

115

0.0

119 1

PV

T

PV

T - - - - - - - - - - - - - -



9 3 r

2

5

8

Indira

Shank

ar

Mhatr

e

2

5

9

Chand

ra

Hiram

an

Mhatr

e

2

6

0

Babur

ao

Maha

dev

Thaku

r

2

6

1

Chand

rakant

Maha

dev

Thaku

r

2

6

2

Suryak

ant

Maha

dev

Thaku

r

2

6

3

Anuba

i Lahu

Patil

2

6

4

8

8

1

3

8

8

2

4

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n

Hiram

an

Mhatr

e

78

0

PV

T

0.1

1.4

0.0

096

0.0

08 1

PV

T

PV

T - - - - - - - - - - - - - -

2

6

5

8

8

2

4

8

8

3

9

Krush

naji

Vitthal

Vadha

vkar

76

8

PV

T

0.1

2.9

0.0

112

0.0

109 1

PV

T

PV

T - - - - - - - - - - - - - -

2

6

8

8

8

8

Mumb

ai

76

6

PV

T

0.1

1.9

0.0

087

0.0

095 1

PV

T

PV

T - - - - - - - - - - - - - -



6 3

9

5

1

Vishes

h

Arthik

kshetr

a

comp

any

2

6

7

8

8

5

1

8

8

6

6

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

89

7

PV

T

0.1

1.9

0.0

102

0.0

12 1

PV

T

PV

T - - - - - - - - - - - - - -

2

6

8

8

8

6

6

8

8

9

0

Gangu

bai

Namd

ev

Thaku

r

89

6

PV

T

0.1

4.4

0.0

15

0.0

183 1

PV

T

PV

T - - - - - - - - - - - - - -

2

6

9

Vishvn

ath

Namd

ev

Thaku

r

2

7

0

Janard

an

Namd

ev

Thaku

r

2

7

1

Ramc

handr

a

Namd

ev

Thaku

r

2

7

2

8

8

9

0

8

9

1

1

Janard

an

Vishw

nath

Patil

89

5

PV

T

0.1

2.9

0.0

133

0.0

188 1

PV

T

PV

T - - - - - - - - - - - - - -

2 Krush



7

3

naji

Naray

an

Mhatr

e

2

7

4

8

9

1

1

8

9

2

9

Dhar

ma

Dhau

Thaku

r

89

4

PV

T

0.1

1.9

0.0

11

0.0

161 1

PV

T

PV

T - - - - - - - - - - - - - -

2

7

5

8

9

2

9

8

9

6

1

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

89

3

PV

T

0.1

5.4

0.0

197

0.0

26 1

PV

T

PV

T - - - - - - - - - - - - - -

2

7

6 8

9

6

1

8

9

7

4

Shri.

Maha

dev

Vastvy

a

Janava

li

Vahiva

t

89

2

PV

T

0.1

8.0

0.0

348

0.0

502 1

PV

T

PV

T - - - - - - - - - - - - - -

2

7

7

Kalu

Rama

Mhatr

e

2

7

8

8

9

7

4

9

0

9

7

Sakhu

bai

Balaji

Patil

89

1

PV

T

0.3

4.2

0.0

465

0.0

574 1

PV

T

PV

T - - - - - - - - - - - - - -

2

7

9

Kamal

akar

Balaji

Patil

2

8

0

Poshib

ai

Hasu

Mhatr

e

2

8

Bhagu

bai



1 Bamy

a

Mhatr

e

2

8

2

Deoba

i

Damaj

i

Mhatr

e

2

8

3

Vachal

a

Marut

i

Mhatr

e

2

8

4

9

0

9

7

9

1

3

6

Gajan

an

Maha

du

Patil

89

0

PV

T

0.1

6.6

0.0

229

0.0

181 1

PV

T

PV

T - - - - - - - - - - - - - -

2

8

5

Tulshi

das

Maha

du

Patil

2

8

6

Dilip

Maha

du

Patil

2

8

7

Subha

sh

Maha

du

Patil

2

8

8

Radha

bai

Suda

m

Patil

2

8

9

Ajit

Suda

m

Patil

2

9

0

Nilesh

Suda

m



Patil

2

9

1

Pramil

a

Sandip

Patil

2

9

2

Jyoti

Gajan

an

Patil

2

9

3

Sadha

na

Rames

h Patil

2

9

4

9

1

3

6

9

1

7

4

Narda

s

Krush

na

Patil

88

9

PV

T

0.1

7.1

0.0

275

0.0

115 2

PV

T

PV

T - - - - - - - - - - - - - -

2

9

5

9

1

7

4

9

2

1

3

Shant

aram

Nagu

Patil

88

8

PV

T

0.3

4.2

0.0

264

0.0

119 2

PV

T

PV

T - - - - - - - - - - - - - -

2

9

6

Tukar

am

Nagu

Patil

2

9

7

Balira

m

Nagu

Patil

2

9

8

Rukh

mini

Nagu

Patil

2

9

9

Sande

ep

Haribh

au

Patil

3

0

0

Jakhu

Pada

m

Patil

3

0

1

Chand

rakant

Pada



m

Patil

3

0

2

Savitri

Damaj

i Patil

3

0

3

Jana

Arun

Thaku

r

3

0

4

9

2

1

3

9

2

4

9

Janard

an

Balaji

Patil

88

7

PV

T

0.2

4.4

0.0

218

0.0

05 2

PV

T

PV

T - - - - - - - - - - - - - -

Narvel

3

0

5

9

5

3

5

9

5

6

0

Sakhar

am

Naray

an

Thaku

r

16

9

PV

T

0.0

8.9

0.0

245

0.0

025 2

PV

T

PV

T - - - - - - - - - - - - - -

3

0

6 9

5

6

0

9

5

9

7

Gajan

an

Budha

ji Patil 16

8

PV

T

0.1

5.7

0.0

247

0.0

014

2

PV

T

PV

T - - - - - - - - - - - - - -

3

0

7

Pada

m

Budhy

a Patil

2

3

0

8

9

5

9

7

9

6

2

9

Gajan

an

Hiru

Patil

16

7

PV

T

0.1

2.6

0.0

086 0 2

PV

T

PV

T - - - - - - - - - - - - - -

3

0

9

9

6

2

9

9

6

4

5

Dhar

ma

Ganu

Patil

16

6

PV

T

0.1

5.7

0.0

005 0 2

PV

T

PV

T - - - - - - - - - - - - - -

3

1

0

9

6

7

3

9

6

8

3

Shank

ar

Arjun

Mhatr

e

34

8/

1

PV

T

0.1

57

0.0

027

0.0

101 1

PV

T

PV

T - - - - - - - - - - - - - -

3

1

1

Gajan

an

Shank



ar

Mhatr

e

3

1

2

Shara

d

Shank

ar

Mhatr

e

3

1

3

Subha

sh

Shank

ar

Mhatr

e

3

1

4

Shivaji

Shank

ar

Mhatr

e

3

1

5

Dattat

ray

Shank

ar

Mhatr

e

3

1

6

Harish

chand

ra

Shank

ar

Mhatr

e

3

1

7

Krush

naji

Shank

ar

Mhatr

e

3

1

8

Ratna

mala

Lalu

Mhatr

e

3

1

9

Sunan

da

Hanu



mant

Patil

3

2

0

Rekha

Hanu

mant

Patil

3

2

1

Nathu

ram

Naray

an

Mhatr

e

34

8/

2

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

2

Dnyan

deo

Rama

Mhatr

e

34

8/

3

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

3

Janard

han

Rama

Mhatr

e

34

8/

4

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

4

Shridh

ar

Govin

d

Mhatr

e

34

8/

5

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

5

Jayra

m

Kashin

ath

Mhatr

e

34

8/

6

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

6

Damo

dar

Bhoru

Mhatr

e

34

8/

7

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

2

7

Gopin

ath

Damo

dar

Mhatr

e

3

2

Pandu

rang



8 Damo

dar

Mhatr

e

3

2

9

Hiram

an

Damo

dar

Mhatr

e

3

3

0

Moha

n

Damo

dar

Mhatr

e

3

3

1

Kusu

m

Janard

han

Patil

3

3

2

Vimal

Rames

h

Mhatr

e

3

3

3

Alka

Ravin

dra

Mhatr

e

3

3

4

Lata

Gajajn

an

Patil

3

3

5

Raghu

nath

Shank

ar

Mhatr

e 34

8/

8

PV

T

0.1

5.7

PV

T

PV

T - - - - - - - - - - - - - -

3

3

6

Tulshi

das

Shank

ar

Mhatr

e



3

3

7

Krush

na

Naray

an

Mhatr

e

34

8/

9

PV

T

0.1

5.6

PV

T

PV

T - - - - - - - - - - - - - -

3

3

8

Sitara

m

Naray

an

Mhatr

e

34

8/

10

PV

T

0.1

56

PV

T

PV

T - - - - - - - - - - - - - -

3

3

9

Ambaj

i

Sitara

m

Mhatr

e

3

4

0

Marut

i

Sitara

m

Mhatr

e

3

4

1

Rajara

m

Sitara

m

Mhatr

e

3

4

2

Madh

ukar

Sitara

m

Mhatr

e

3

4

3 9

9

9

5

1

0

0

4

7

Vanda

na

Parsh

uram

Patil

15

4/

1

PV

T

0.5

9.7 0.0

412

0.0

185 2

PV

T

PV

T - - - - - - - - - - - - - -

3

4

4

Sanjay

Parsh

uram

Patil

3

4

Anant

Pandu

15

4/

PV

T

0.6

0.0

PV

T

PV

T



5 rang

Patil

2

3

4

6

1

0

0

4

7

1

0

1

2

3

Nathu

ram

Naray

an

Mhatr

e

15

3

PV

T

0.6

3.5

0.0

592

0.0

32 2

PV

T

PV

T - - - - - - - - - - - - - -

3

4

7

1

0

1

2

3

1

0

1

5

5

Eknat

h

Ravya

Mhatr

e

15

1

PV

T

0.7

6.9

0.0

204

0.0

079 2

PV

T

PV

T - - - - - - - - - - - - - -

3

4

8

1

0

1

6

2

1

0

3

1

6

46

7

PV

T

0.0

515

0.0

842 1

PV

T

PV

T - - - - - - - - - - - - - -

3

4

9

1

0

2

3

6

1

0

2

9

6

Bala

Ganap

at

patil

46

6

PV

T

0.4

4.6

0.0

546

0.0

353 2

PV

T

PV

T - - - - - - - - - - - - - -

3

5

0 1

0

3

1

6

1

0

4

0

0

Vithob

a

Bama

Bhoir

46

5/

1

PV

T

0.5

5.0

0.0

526

0.0

213 2

PV

T

PV

T - - - - - - - - - - - - - -

3

5

1

Parvat

i

Ramc

handr

a Patil

46

5/

2

PV

T

0.1

6.9

PV

T

PV

T - - - - - - - - - - - - - -

3

5

2

1

0

4

0

0

1

0

4

4

0

Dhar

ma

Pandu

Patil

46

4

PV

T

0.6

87

0.0

189 0 2

PV

T

PV

T - - - - - - - - - - - - - -

3

5

3

Kamal

Balu

Mhatr

e

3

5

4

Bhaur

ao

Kamal

Mhatr

e

3

5

Narda

s



5 Kamal

Mhatr

e

3

5

6

Rames

h

Kamal

Mhatr

e

3

5

7

Budhi

bai

Babur

ao

Patil

3

5

8

Sitabai

Ramc

handr

a Patil

3

5

9

Vithab

ai

kamal

Patil

3

6

0

Dhar

mubai

Dhar

maji

Patil

3

6

1

Sandip

Dhar

maji

Patil

3

6

2

Shashi

kant

Dhar

maji

Patil

3

6

3

Jayvan

ti

Sadas

hiv

Mhatr

e

3

6

4

Shaila

Haribh

au

Mhatr

e



3

6

5

Sangit

a

Dhar

maji

Mhatr

e

3

6

6

1

0

4

4

0

1

0

4

8

3

Ishvar

Punda

lik

Mhatr

e

46

3/

1

PV

T

0.1

5.2

0.0

133 0 2

PV

T

PV

T

- - - - - - - - - - - - - -

3

6

7

Dnyan

eshwa

r

Punda

lik

Mhatr

e

46

3/

2

PV

T

0.1

5.2

PV

T

PV

T

3

6

8

Vishw

as

Punda

lik

Mhatr

e

46

3/

3

PV

T

0.1

5.2

PV

T

PV

T

3

6

9

Anil

Punda

lik

Mhatr

e

46

3/

4

PV

T

0.1

5.1

PV

T

PV

T

3

7

0

Sanat

an

Punda

lik

Mhatr

e

46

3/

5

PV

T

0.1

5.1

PV

T

PV

T

3

7

1 1

0

4

8

3

1

0

5

2

5

Krush

nibai

Pruthv

iraj

Patil

46

2/

1

PV

T

0.1

5.0

0.0

053 0 2

PV

T

PV

T

- - - - - - - - - - - - - - 3

7

2

Namd

eo

Kalu

patil

46

2/

2

PV

T

0.3

76

PV

T

PV

T 3

7

3

Arjun

Namd

eo



Patil

3

7

4

Janard

han

Namd

eo

Patil

3

7

5

Samad

han

Namd

eo

Patil

3

7

6

Vinod

Namd

eo

Patil

3

7

7

Parvat

i

Vishva

nath

Patil

3

7

8

Savitri

Ramkr

ushna

Mali

3

7

9

Gover

nment

of

Mahar

ashtra

(Parig

h)

44

7

PV

T

8.5

4.0

0.5

928

0.5

676 1

PV

T

PV

T - - - - - - - - - - - - - -

A 0.0

179

0.0

832

3

8

0

1

0

8

9

4

1

0

8

9

9

Marut

i

Vetya

Patil

44

9

PV

T

0.0

7.1

0.0

001

0.0

002 2

PV

T

PV

T - - - - - - - - - - - - - -

B 0.0

745

0.0

813

Benav

ale (2)

3

8

1

0

1

1

Janard

an

48

1

PV

T

0.3

7.7

0.4

658

0.2

811 1

PV

T

PV

T - - - - - - - - - - - - - -



1 8

9

7

4

1

1

Javrya

Mokal

A

0.0

047

0.0

504

1

1

4

1

1

1

1

5

0

3

B

0.0

616

0.0

812

3

8

2 1

1

4

9

2

1

1

7

5

5

Prakas

h

Pandu

rang

Mhatr

e

44

6/

A

PV

T

0.2

5.3

0.2

088

0.1

715

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

3

8

3

Prakas

h

Pandu

rang

Mhatr

e

44

6/

B,

C

PV

T

0.3

7.7

1

2

1

5

0

1

2

1

8

1

D

0.0

05 0

3

8

4

1

2

1

8

1

1

2

2

3

6

Ramd

as

Chang

a

Mhatr

e

41

4

PV

T

0.3

1.0

0.0

355 0 2

PV

T

PV

T - - - - - - - - - - - - - -

3

8

5 1

2

2

3

6

1

2

2

7

7

Ramc

handr

a

Kashin

ath

Mhatr

e 41

3

PV

T

0.1

8.0

0.0

254

0.0

002 2

PV

T

PV

T - - - - - - - - - - - - - -

3

8

6

Narda

s

Kashin

ath

Mhatr

e



3

8

7

Anand

i

Gajan

an

Mhatr

e

3

8

8

1

2

2

7

7

1

2

3

1

9

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

41

2

PV

T

0.1

5.5

0.0

082

0.0

055 2

PV

T

PV

T - - - - - - - - - - - - - -

3

8

9

1

2

3

1

9

1

2

3

6

1

Sadas

hiv

Pavsh

a Patil 41

1

PV

T

0.3

6.6

0.0

043 0 2

PV

T

PV

T - - - - - - - - - - - - - -

3

9

0

1

2

8

1

2

1

2

9

0

4

Ramd

as

Lakhu

Thavai

37

3/

A

PV

T

0.2

5.2

0.0

631

0.0

359

1 &

2

PV

T

PV

T

- - - - - - - - - - - - - -

3

9

1

Ramd

as

Lakhu

Thavai

37

3/

B

PV

T

0.2

4.5

PV

T

PV

T

3

9

2

1

0

9

0

4

1

2

9

3

0

Devich

and

Gajan

an

Patil

37

2

PV

T

0.9

8.0

0.0

215

0.0

176

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

3

9

3

Jaywa

nt

Gajan

an

Patil

3

9

4

Subha

sh

Gajan

an

Patil

3

9

5

Ganes

h

Gajan

an



Patil

3

9

6

Laksh

mibai

Gajan

an

Patil

3

9

7

Vimal

Rama

kant

Mhatr

e

3

9

8

Minak

shi

Chand

rakant

Mhatr

e

3

9

9

Shara

da

Kishor

Madh

avi

4

0

0

1

2

9

3

0

1

2

9

7

2

Naray

an

Maya

Patil

37

1

PV

T

0.3

8.8

0.0

437

0.0

274

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

4

0

1

Maha

dibai

Maya

Patil

4

0

2

Anand

ibai

Raghu

nath

Patil

1

2

9

7

2

1

2

9

8

6

F

0.0

109

0.0

104 - - - - - - - - - - - - - -

4

0

3

1

2

9

8

6

1

3

0

5

5

Gauru

bai

Balira

m

Mhatr

e

35

1/

1

PV

T

0.1

6.7

0

0.0

475

0.0

678

1 &

2

PV

T

PV

T - - - - - - - - - - - - -

Farm Pond at

ch.12986

(combine of

350 & 351)



4

0

4

Kiran

Balira

m

Mhatr

e

4

0

5

Kumar

Balira

m

Mhatr

e

4

0

6

Kailas

Balira

m

Mhatr

e

4

0

7

Ramc

handr

a

Nathu

ram

Mhatr

e

35

1/

2 0.1

6.7

0

4

0

8

1

3

0

5

5

1

3

0

8

8

Mumb

ai

Vishes

h

Arthik

kshetr

a

comp

any

35

0

PV

T

0.1

6.2

0.0

238

0.0

317

1 &

2

PV

T

PV

T - - - - - - -

House

(f/s)

42

sqm

t

- - - - Farm Pond at

ch.13057

4

0

9

1

3

0

8

8

1

3

1

3

9

Devid

as

Rama

Vartak

34

9

PV

T

0.1

7.4

0.0

412

0.0

409

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

4

1

0

Bayob

ai

Kamal

akar

Thaku

r

4

1

1

Shank

untala

Jakhu

Mhatr

e



4

1

2

Chand

rabha

ga

Raghu

nath

Mhatr

e

4

1

3

1

3

1

3

9

1

3

2

2

4

Sadas

hiv

Pavsh

a Patil

34

7

PV

T

0.2

0.7

0.0

656

0.0

665

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

4

1

4

Kashin

ath

Pavsh

a Patil

4

1

5

Minal

Madh

ukar

Patil

4

1

6

Gajan

an

Naray

an

Patil

4

1

7

Shank

untala

Naray

an

Patil

4

1

8

Ratna

prabh

a Sunil

Redka

r

4

1

9

Gopin

ath

Kashin

ath

Patil

4

2

0

Dayar

am

Kashin

ath

Patil



Sareb

hag

4

2

1

1

1

7

3

0

1

2

8

5

7

Gover

nment

of

Mahar

ashtra

16

7A

GO

VT.

10.

21.

0

0.7

374

0.8

909 1

GO

VT.

GO

VT. - - - - - - - - - - - - - -

Z 0.0

632

0.0

794 2

Benav

ale (1)

1

1

3

3

1

1

1

3

3

2

9

Suda

m

Pitkur

Mokal

32

2

PV

T

0.2

2.5

0.0

079

0.0

081 2

PV

T

PV

T - - - - - - -

House(f

/s)

10

sqm

t

- - - - -

2

1

3

3

2

9

1

3

5

1

7

Harib

hau

Dhar

maji

Mokal

32

1

PV

T

0.7

4.2

0.1

193

0.0

981

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

3

Prasad

Harib

hau

Mokal

4

Dipak

Gajan

an

Mokal

5

Sande

ep

Gajan

an

Mokal

6

Pradee

p

Gajan

an

Mokal

7

Sanjay

Gajan

an

Mokal

8

Subha

sh

Pandu

rang

Mokal



9

Nares

h

Pandu

rang

Mokal

1

0

Satish

Sadas

hiv

Mokal

1

1

Ninad

Prasad

Mokal

1

2

Rutuja

Prasad

Mokal

1

3

1

3

4

2

3

1

3

4

6

5

Shivra

m

Kamal

Patil

32

0

PV

T

0.7

5.1

0.0

263

0.0

251 2

PV

T

PV

T - - - - - - - - - - - - - -

1

4

Hirub

ai

Shivra

m

Patil

1

5

Shank

ar

Shivra

m

Patil

1

6

Vilas

Shivra

m

Patil

1

7

Anand

i

Vasan

t

Vartak

1

8

1

3

5

1

7

1

3

5

6

0

Naray

an

Padam

Thaku

r

31

5/

1

PV

T

0.1

9.8

0.0

343

0.0

372

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

1

9

Balaji

Santur

am

Patil

31

5/

2

PV

T

0.2

0.7 PV

T

PV

T

2

0 Naren

dra 31

5/

PV

T

0.4

0.6 PV

T

PV

T



Janard

an

Patil

3

2

1

1

3

5

6

0

1

3

6

3

7

Maha

dev

Vittha

l

Mhatr

e

31

4

PV

T

0.3

4.4

0.0

583

0.0

538

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

2

2

Ravin

dra

Krush

naji

Mhatr

e

2

3

1

3

6

3

7

1

3

7

0

5

Gajan

an

Phakir

Mhatr

e

31

3

PV

T

0.7

6.9

0.0

566

0.0

463

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

1

3

7

0

5

1

3

7

1

2

A 0.0

064

0.0

063

2

4

1

3

7

1

2

1

3

7

9

0

Lilaba

i

Shivra

m

Mhatr

e

18

0

PV

T

0.1

2.6

0.0

561

0.0

773

1

&2

PV

T

PV

T - - - - - - - - - - - - - -

2

5

Ratna

kar

Shivra

m

Mhatr

e

2

6

Kesari

nath

Shivra

m

Mhatr

e

2

7

Ganes

h

Shivra

m

Mhatr

e



2

8

Jayshr

ee

Krush

na

Thaku

r

2

9

Sunan

da

Vasan

t Patil

3

0

Nilam

Anil

Mhatr

e

3

1

Pratib

ha

Rames

h

Mhatr

e

3

2

1

3

7

9

0

1

3

9

3

6

Jayra

m

Ganu

Mhatr

e

17

9

PV

T

0.5

1.0

0.0

352

0.0

264 2

PV

T

PV

T - - - - - - - - - - - - - -

3

3

Nandk

ishor

Jayra

m

Mhatr

e

3

4

Nandk

ishor

Jayra

m

Mhatr

e

3

5

Pradip

chandr

a

Jayra

m

Mhatr

e

3

6

Ashok

Jayra

m

Mhatr

e



3

7

Vikas

Jayra

m

Mhatr

e

3

8

1

4

1

3

9

1

4

2

3

9

Samb

haji

Harib

hau

Mhatr

e

17

2/

1

PV

T

0.2

6.9

0.0

172

0.0

145 2

PV

T

PV

T - - - - - - - - - - - - - -

3

9

Jagga

nath

Hariba

hu

Mhatr

e

17

2/

2

PV

T

0.2

6.0 PV

T

PV

T

4

0

Rajen

dra

Jagga

nath

Mhatr

e

4

1

Shrika

nt

Jagga

nath

Mhatr

e

4

2

Indum

ati

Jagga

nath

Mhatr

e

4

3

Surek

ha

Jagdis

h Patil

4

4

Kiran

Hares

hwar

Patil

4

5

Purus

hotta

m

Hariba

hu

Mhatr

e

17

2/

3

PV

T

0.2

7.0 PV

T

PV

T



4

6

1

4

2

3

9

1

4

2

8

0

Harib

hau

Dhar

maji

Mokal

16

5

PV

T

1.3

8.5

0.0

087

0.0

215 1

PV

T

PV

T - - - - - - - - - - - - - -

4

7

Dhar

maji

Joma

Mokal

4

8

Laksh

man

Joma

Patil

4

9

Shanta

ram

Joma

Patil

5

0

Sanjay

Shank

ar

Patil

5

1

Sunil

Shank

ar

Patil

5

2

Janaki

Laksh

man

Patil

5

3

Sachin

Laksh

man

Patil

5

4

Satish

Laksh

man

Patil

5

5

Sima

Laksh

man

Patil

5

6

Suvar

na

Vasan

t

Thaku

r

5

7

1

4

2

1

4

3

Radhi

bai

Lakhu

16

4

PV

T

0.8

4.0

0.0

577

0.0

738

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -



8

0

7

0

Patil

5

8

Parshu

ram

Lakhu

Patil

5

9

Shanta

ram

Lakhu

Patil

6

0

Pandu

rang

Lakhu

Patil

6

1

Jaywa

nt

Lakhu

Patil

6

2

Shara

da

Vishw

anath

Thaku

r

6

3

Gulab

Raghu

nath

Mhatr

e

6

4

1

4

3

7

0

1

4

4

3

0

Mada

n

Maha

dev

Mokal

15

6

PV

T

0.4

7.0

0.0

395

0.0

588

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

6

5

1

4

4

3

0

1

4

4

3

5

Gover

nment

of

Mahar

ashtra

15

5

G

O

V

T

0.2

1.5

0.0

136

0.0

076

G

O

V

T

GO

VT - - - - - - - - - - - - - -

6

6

1

4

4

4

0

1

4

6

0

5

Janard

an

Javrya

Mokal

15

3

PV

T

0.8

6.8

0.0

54

0.0

41 2

PV

T

PV

T - - - - - - - - - - - - - -

6

7

1

4

6

0

5

1

4

6

5

7

Vithab

ai

Naga

Bapu

Mokal

15

1

PV

T

0.6

0.0

0.0

151

0.0

01 2

PV

T

PV

T - - - - - - - - - - - - - -



6

8

1

4

6

5

7

1

4

7

7

3

Rukmi

ni

Shivar

am

Mokal

15

0

PV

T

0.7

9.6

0.0

29

0.0

022 2

PV

T

PV

T - - - - - - - - - - - - - -

6

9

1

5

0

0

3

1

5

0

2

2

Harish

chandr

a

Kashi

nath

Patil

10

0

PV

T

0.4

5.7

0.0

015

0.0

004 2

PV

T

PV

T - - - - - - - - - - - - - -

7

0

Vama

n

Kashi

nath

Patil

7

1

Vishn

u

Kashi

nath

Patil

7

2

Dattat

ray

Kashi

nath

Patil

7

3

1

5

0

2

2

1

5

0

9

1

Parshu

ram

Shank

ar

Mhatr

e

99 PV

T

0.5

8.4

0.0

172

0.0

003 2

PV

T

PV

T - - - - - - - - - - - - - -

7

4

1

5

0

9

1

1

5

1

9

5

Krush

na

Shank

ar

Mhatr

e

98 PV

T

0.7

0.9

0.0

49

0.0

01 2

PV

T

PV

T - - - - - - - - - - - - - -

7

5

Jaywa

nt

Anant

Mhatr

e

7

6

Ravik

ant

Anant

Mhatr

e

7

7 Anubh

av



Anant

Mhatr

e

7

8

Pushpl

ata

Ramc

handra

Mhatr

e

7

9

Rajash

ri

Kamla

kar

Bhoir

8

0

Sange

eta

Anant

Mhatr

e

8

1

Pushp

Anant

Mhatr

e

8

2

Anju

Anant

Mhatr

e

8

3

Kashi

bai

Anant

Mhatr

e

8

4

1

5

1

9

5

1

5

2

5

3

Gauru

bai

Balira

m

Mhatr

e

97

/1

PV

T

0.1

6.7

0.0

274

0.0

003 2

PV

T

PV

T - - - - - - - - - - - - - -

8

5

Kiran

Balira

m

Mhatr

e

8

6

Kuma

r

Balira

m

Mhatr

e



8

7

Kailas

Balira

m

Mhatr

e

8

8

Ramc

handra

Nathu

ram

Mhatr

e

97

/2

PV

T

0.1

6.7 PV

T

PV

T

8

9

1

5

2

5

3

1

5

3

7

6

Namd

ev

Posu

Mhatr

e

81 PV

T

0.4

7.1

0.0

069

0.0

003 2

PV

T

PV

T - - - - - - - - - - - - - -

9

0

Anant

Posu

Mhatr

e

9

1

Atmar

am

Posu

Mhatr

e

9

2

Balara

m

Posu

Mhatr

e

9

3

Kasub

ai

Janard

an

Mhatr

e

9

4

Namu

bai

Parshu

ram

Kothe

kar

9

5

1

5

3

7

6

1

5

5

1

1

Krush

na

Marya

Thaku

r

80

/1

PV

T

0.3

6.0

0.0

001

0.0

661 2

PV

T

PV

T - - - - - - - - - - - - - -

9

6

Nagib

ai

Padam

80

/2

PV

T

0.3

6.0 PV

T

PV

T



Thaku

r

9

7

Hasur

am

Padam

Thaku

r

9

8

Naray

an

Padam

Thaku

r

9

9

Babur

ao

Padam

Thaku

r

1

0

0

Ramkr

ushna

Padam

Thaku

r

1

0

1

Vimal

Ganes

h

Thaku

r

1

0

2

Santos

h

Ganes

h

Thaku

r

1

0

3

Sandi

p

Ganes

h

Thaku

r

1

0

4

Sange

eta

Mahes

h

Mhatr

e

1

0

5

Janki

Laksh

man

Patil



1

0

6

Jayshr

ee

Devar

am

Mhatr

e

1

0

7

Kalpa

na

Kamla

kar

Mhatr

e

1

0

8

Maha

dev

Marya

Thaku

r

80

/3

PV

T

0.3

1.2 PV

T

PV

T

1

0

9

Ayatu

bai

Maruti

Patil

1

1

0

Ashok

Maha

dev

Thaku

r

1

1

1

Kamal

abai

Maha

dev

Thaku

r

1

1

2

Vanda

na

Mahes

h

Marat

he

1

1

3

Vijay

Maha

dev

Thaku

r

1

1

4

Dhanv

anti

Jagga

nath

Patil

1

1

1

5

1

5

Maha

dev 60

PV

T

0.3

4.4 0

0.0

113 2

PV

T

PV

T - - - - - - - - - - - - - -



5 5

1

1

6

3

1

Vittha

l

Mhatr

e

1

1

6

Ravin

dra

Krush

naji

Mhatr

e

1

1

7

1

5

6

3

1

1

5

6

9

4

Gajan

an

Phakir

Mhatr

e

59 PV

T

0.7

6.9

0.0

338

0.0

512

1 &

2

PV

T

PV

T - - - - - - - - - - - - - -

Sareb

hag

1

1

8

1

4

4

5

2

1

6

3

9

9

Gover

nment

of

Mahar

ashtra

(Parig

h)

16

5

G

O

V

T.

24.

89.

0

1.2

391

1.6

774 1

G

O

V

T.

GO

VT

.

- - - - - - - House(

c/s)

490

sqm

t

- - - - -

House(

c/s)

18

sqm

t

House

(f/s)

6

sqm

t

Vashi

1

1

9

1

6

3

0

6

1

6

3

4

4

Gover

nment

of

Mahar

ashtra

(Parig

h)

20

4

G

O

V

T

1.1

6.0

0

0.0

105

0.0

184 2

G

O

V

T

GO

VT - - - - - - - - - - - - - -

F 0.0

281

0.0

3 1

T

O

T

A

L

16

3.2

33

11.

576

12.

791

Hec

t.



Annexure 7.4: List of PAPs (People whose structures are getting Affected

Sl.No Description of Affected Structure

Type of Structure (Temporary/ Permanent)

Area/ Road Name

Land Mark Chainage

Lat/Long Property Owner

Agree/ Disagree to sell the plot

Remarks (if any)

1. 1 Electric Pole Permanent In Kalshri 5 18°46'41.13"N ,73° 2'13.37"E

2. 1 House Pakka Ravikant Narayan Thakur( 33*20 Feet) Room-3 Hall-1 Kitchen-1 Toiltet-1, Roof Lakdi

Permanent In Kalshri 10 18°46'41.45"N, 73° 2'13.17"E

Ravikant Narayan Thakur

No 1 House Pakka

3. 1 House Pakka Mira Bai Narayan Thakur ( 31*14 Feet) Room-2 Hall-1 Kitchen-1 Toiltet-1, Roof Cement Patra

Permanent In Kalshri 45 18°46'41.93"N 73° 2'12.53"E

Mira Bai Narayan Thakur

yes 1 House Pakka

4. Jetty, 17 Mtr.+5 Mtr* 2.5 Mtr.) after 17 mtr. Mengru and 5 mtr. Extra jeeti


Martian Board Yes Martian Board

5. 1 House Pakka Madan Sankar Patil ( 29*23 Feet) Room-1 Hall-1 Kitchen-1 Toiltet-1, Roof Cement Patra and Iron Pipe (water Tank 11*8*5 RCC) 1 Fish Pond 33*33 Feet


Madan Sankar Patil

yes

1 House Pakka

6. Service Electric Line Permanent In Kalshri 180 18°46'42.83" House Pakka yes Service Electric



- Madan sankar patil house to Sakar Murlidhar House

N 73° 2'11.95"E

Sankar Murlidhar Mathre

Line

7. 1 House Pakka Sankar Murlidhar Mathre( 24*18 Feet) Room-2 Hall-1 Kichan-1 Toiltet-1, Roof Lakdi, 2 Fish Pond (10*10 and 15*10 mtr.)


Sankar Murlidhar Mathre

yes 1 House Pakka

8. Sidi work, Ughadi (RCC 3.8*2.5) 1 Gate


Kharland yes Kharland

9. Pond Permanent In Kalshri 450 18°46'53.29"N 73° 2'7.18"E

Padam Nilkhant Thakur

yes Near saline Imbickment







12. Sidi work at Band, Ughadi (RCC 3*2 Mtr.) 1 Gate

Permanent In Konoba 1800 18°47'11.21"N 73° 1'30.95"E

Kharland yes Imbickment

13. 1 House Pakka Tai Chandrakant Thakur ( 33*23 Feet) Room-2 Hall-1, Kichan-1 Toiltet-1,

Permanent In Konoba 1800 to 1850

18°47'10.98"N 73° 1'30.47"E

Chandrakant Thakur

Yes 1 House Pakka

14. 1 House Ravikant Baburao Thakur ( 23*21 Feet) Room-1 Kitchen-1, Baramda-1, Toiltet-1,

permenent In Konoba 1800 to 1850

18°47'10.97"N 73° 1'30.07"E

Ravikant Baburao Thakur

yes Pakka House



15. 1 House kacha Ravikant Baburao Thakur ( 20*15 Feet)


18°47'10.82"N 73° 1'29.33"E

Ravikant Baburao Thakur

Yes 1 House kacha

16. 1 House 20*12 Kalpana Akash Mhatre (Room-1, Kitchen-1)


18°47'10.52"N ,73° 1'27.80"E

Kalpana Akash Mhatre

Yes Pakka House

17. 1 House Pakka Tai Kamlakar Ganpat Bhoir( 34*18 Feet) Room-2 Hall-1, Kitchen-1 Toiltet-1,


18°47'10.94"N 73° 1'27.92"E

Tai Kamlakar Ganpat Bhoir

yes 1 House Pakka

18. 1 House Kisna Bitthal Bhoir 20*15, Room-1, Kitchen-1, Hall-1 and 10*10 jhopdi


18°47'10.38"N 73° 1'27.20"E

Kisna Bitthal Bhoir

Yes 1 House

19. 1 House Datta BitthalBhoir 20*15, Room-1, Kitchen-1, Hall-1


18°47'10.28"N 73° 1'26.96"E

Datta BitthalBhoir

Yes 1 House

20. 1 House Mayaram Bhoir 40*15, Room-1, Kitchen-1, Hall-1 and 10*10 jhopdi


18°47'10.32"N 73° 1'26.70"E

Mayaram Bhoir Yes Affected Structure of Mayaram Bhoir

21. 1 Jhopad Vijay Maya Bhoir 15*10 Feet


18°47'10.69"N 73° 1'26.63"E

Vijay Maya Bhoir

Yes

22. 1 House Anantram Bhoir 40*15, Room-1, Kitchen-1, Hall-1


18°47'10.38"N ,73° 1'26.86"E

Anantram Bhoir Yes

23. 3 Toilet (Anantrama,Mayarama and Pandurang)


18°47'10.62"N ,73° 1'26.49"E

Anantrama,Mayarama and Pandurang

Yes

24. 1 House Pandurang Dama 40*15, Room-


18°47'10.59"N 73°

Pandurang Dama

Yes



1,Kitchen-1, Hall-1 1'26.69"E 25. 1 Jhopadi Vinayak

Pandura Bhoir 15*10 Feet


18°47'10.59"N 73° 1'26.69"E

Vinayak Pandura Bhoir

Yes

26. 1 Jhopdi Nani Bai Ganpat Bhir 15*15, Room-1, Kitchen-1, Hall-1


18°47'10.38"N 73° 1'26.20"E

Nani Bai Ganpat Bhir

Yes

27. 1 Jhopdi, Ranjna parasuram Bhoir 20*20 Kachha, chat patra


18°47'10.58"N 73° 1'26.10"E

Ranjna parasuram Bhoir

Yes

28. 1 House Parasuram 34*20


18°47'10.44"N 73° 1'26.08"E

Parasuram Bhior

29. 5 Electrical Pole Permanent In Konoba 1800 to 1890

18°47'11.10"N 73° 1'30.05"E To 18°47'10.42"N 73° 1'25.11"E

MSEDCL Affected Structure of MSEDCL

30. 1 House Padmakar narayan Bhoir, Room-1, Kitchen-1


18°47'10.37"N 73° 1'25.75"E

Padmakar narayan Bhoir

31. 1 House Dasarath Padmakar, Room-2, Kitchen-1, Hall-1

Permanent In Konoba 18°47'10.38"N 73° 1'25.54"E

Dasarath Padmakar Bhior

32. 1 Well RCC Permanent In Konoba 1910 18°47'10.10"N 73° 1'25.17"E

G P Affected Structure of Grampanchayat

33. KacchaJhopdi 10*10 sankar Bhiva mhatre

Temporary In Konoba 1930 18°47'10.44"N 73° 1'24.66"E

sankar Bhiva mhatre

Kaccha Zopadi

34. Jetty, RCC 40*3 Permanent In Konoba 1980 to 2040

18°47'10.38"N, 73° 1'24.49"E

Maharashtra Maritain Board

Affected Structure of Maharashtra



Maritain Board 35. Shed 15*10 RCC Permanent In Konoba 1980 to

2040 18°47'10.46"N ,73° 1'24.36"E


Affected Structure of Maharashtra Maritain Board

36. 3 Ota, 40*40 feet-1 and 2 small


18°47'10.18"N 73° 1'23.47"E

Affected Structure of Harder Department

37. Community Toilet -2 (3 Seat + 4 seat)

Permanent 1980 to 2040

18°47'10.18"N 73° 1'23.26"E


38. 1 crematorium 23*20

Permanent 2280 18°47'10.14"N 73° 1'16.35"E


39. 1 Pond (Santosh Maruti Mhatre Gat No.-59)

Permanent Vitthal Wadi 2340 18°47'11.31"N 73° 1'10.09"E

Santosh Maruti Mhatre

40. 1 Jhopdi kaccha 10*10


Santosh Maruti Mhatre

41. 1 Pond (in Govt land Gat No.-63)


42. 1 Jhopdi 20*15 Pakka

Permanent Vitthal Wadi 2480 to 2500

18°47'11.83"N73° 1'7.29"E

43. 1 Electrical pole Permanent Vitthal Wadi 2480 to 2500

18°47'12.16"N 73° 1'7.00"E


44. 1 Sidi work 3.7*2.3 mtr. RCC 1 Gate


45. 1 electrical Pole Permanent Vitthal Wadi 2520 18°47'12.43"N 73° 1'6.38"E




46. 1 Solar Light Permanent Vitthal Wadi 2550 -2580

18°47'13.03"N 73° 1'5.08"E

Grampanchyet Grampanchyet

47. 1 Electrical Pole Permanent Vitthal Wadi 2550 -2580

18°47'13.25"N 73° 1'5.27"E


48. 1crematorium, Siting Sed 12*4 mtr. RCC+ Chhat Tin, + 8.5*6.5 ShamsanGhat Tin, + 8.5*6.5 6 gatar

Permanent Vitthal Wadi 2550 -2580

18°47'13.32"N 73° 1'5.50"E


49. 1 Fish Pond (Kiran Patil)


Kiran Patil

50. Road Effected Permanent Vitthal Wadi 2910-2970

18.789266°-73.016265° to 18.790084°-73.015875

Grampanchyet Affected Structure of Grampanchyet

51. 1 Toilet 4 Seat (Community)

Permanent Vitthal Wadi 2910-2940

18°47'21.36"N 73° 0'58.55"E

Grampanchyet Affected Structure of Grampanchyet

52. 1 Toilet 4 Seat (Community)

Permanent Vitthal Wadi 2910-2940

18°47'21.37"N 73° 0'58.53"E

G P Affected Structure of Grampanchyet

53. 1 Pond (Ratnakar Krushna Mhatre gat No.-417)


Ratnakar Krushna Mhatre

54. 1 Pond (RamchnadraNagaji Mhatre gat No.-416)


RamchnadraNagaji Mhatre

55. 1 Ota (16*8 Mtr) Permanent Vitthal Wadi 2950-2970

18°47'22.87"N 73° 0'57.38"E

Harber Department

Affected Structure of Harber Department

56. 1 Toilet 4 Seat Permanent Vitthal Wadi 2970 18°47'23.45" Grampanchyet Affected



(Community) N 73° 0'57.40"E

Structure of Grampanchyet

57. 1 Ota (8*6 Mtr) Permanent Vitthal Wadi 2985 18°47'24.08"N 73° 0'57.27"E

Harber Department

Affected Structure of Harber Department

58. 1 Passenger Sed 6.5*4 Mtr. RCC




59. 1 Jetty (4*8.8+17+10)




60. 2 Pond (0.8 htr.+0.2 htr.) Sibhas tanaji mhatre and Rancho rTanaji mhatre (in rent)+ 1 Shed 11*4 mtr.tin Gat No-402


Sibhas tanaji mhatre and Rancho rTanaji mhatr

61. 2 Pond Yasbant Ambaji Mahatre, Amarchand Ganpat Mhatre, santosh Maruti Mhatre, toSashankThakre (Rent) Gat no. 387, 379, 378


Ambaji Mahatre, Amarchand Ganpat Mhatre, santosh Maruti Mhatre, toSashankThakre

62. Sluice Gate (RCC, 4.5*3 Mtr., Gate-2), 50*3 mtr. RCC

Permanent Vitthal Wadi 6750 18°47'30.27"N 72°59'49.32"E

Kharland Dep Affected Structure of Kharland Dep

63. Sluice Gate (RCC, 6*2.3 Mtr., Gate-2)

Permanent Vitthal Wadi 7230 18°47'17.94"N 72°59'59.16"E




64. Sluice Gate, 1+1, 4.5*28, 4*2 Mr. RCC

Permanent Janavali 8760 18°46'32.42"N 73° 0'7.72"E


65. Jetty-2.5 Breadth Permanent Janavali 8790 18°46'31.06"N 73° 0'7.01"E



66. Balaram house, 21*14 feet, pakka,

Permanent Janavali 9000 18°46'23.93"N73° 0'2.13"E

Balaram

67. 1 sluice Gate 4*1.3, RCC , gate-1

Permanent Ghoda Bander

9555 18°46'11.24"N 72°59'55.97"E


68. 1 Crematorium, 6.8*6 mtr. RCC, 6 Gatar

Permanent Ghoda Bander

9555 18°46'11.41"N 72°59'56.02"E

Affected Structure of Grampanchayat

69. 1 Jetty, 2.7*145 mtr. Permanent Ghoda Bander

9585 18°46'10.10"N 72°59'55.22"E

Maritain Board Yes Affected Structure of Maharashtra Maritain Board

70. 2 Pond Amarchnd baliram mhatre Gat-290/1

Permanent Bahiram Kotak

10500 18°45'51.78"N 72°59'48.35"E

Amarchnd baliram mhatre

71. 1 Fish Pond Jaiprakash kashinath Patil Gat No.-154


12420 18°45'12.97"N 73° 0'0.91"E

Jaiprakash kashinath Patil

72. 1 Fish Pond Kishor Ananat Mhatre


13020 18°45'21.45"N 73° 0'17.99"E

Kishor Ananat Mhatre

73. 1 crematorium, 7*6 mtr. RCC, Chat Iron Pipe Support and tin


13030 18°45'21.68"N 73° 0'18.57"E

Grampanchayat Affected Structure of Grampanchayat



6 Ghatar 74. 1 Temple (Bahari

dev) Permanent Bahiram

Kotak 13230 18°45'21.64"

N 73° 0'23.44"E

People of Bahiram Kotak

75. 1 Jeety, 3* 8+11+6 mtr.


13230 18°45'21.29"N 73° 0'23.47"E

Maritain Board Affected Structure of Maharashtra Maritain Board

76. 3 Houses Dharma Narayan Mali 9*6.5 Mtr. Room-1, Kichan-1, Hall-1, Vaishali Sankar mali 7.5*6.5 Mtr.Room-1, Kitchen-1, Hall-1 1 House Prakash Naryanmali 6.5*5 mtr.Room-1, Kitchen-1, Hall-1


13260 18°45'22.27"N 73° 0'26.13"E

Dharma Narayan Mali Vaishali Sankar mali Prakash Naryan mali

Yes Seprat House

77. 1 Fish Pond Chandra Kant Ganpat patil


13320 18°45'20.43"N 73° 0'27.95"E

Chandra Kant Ganpat patil

78. 2 Fish Pond Jankai Laxman patil &Sandesh Laxman Patil

Permanent Benvale 13680 18°45'16.78"N 73° 0'36.19"E

Jankai Laxman patil & Sandesh Laxman Patil

2 Ponds

79. 2 Fish Pond PanduramKrusna Patil (Gat No.12),

Permanent Benvale 13770 to 13800

18°45'13.44"N 73° 0'37.52"E

PanduramKrusna Patil

Yes

80. 1 Temple- Bap dev bhagwan

Permanent Benvale 13770 to 13800

18°45'13.44"N 73° 0'37.52"E

prabhakar sankar thoi

Yes Personal Temple

81. 1 Pond (prabhakar Permanent Benvale 14040 18°45'8.73"N prabhakar Yes



sankar thoi) 73° 0'44.69"E

sankar thoi

82. 1 jetty 3.5*17+13+5 Permanent Waskand, Washi

15420 18°44'57.85"N 73° 1'25.29"E


83. 1 Electrical Pole Permanent Waskand, Washi

16320-16350

18°45'4.73"N 73° 1'51.94"E

MSEDCL Yes Affected Structure of MSEDCL

84. 1 Solar light Permanent Waskand, Washi

16320-16350

18°45'4.73"N 73° 1'51.94"E


85. Sluice Gate, 2.5*4 Permanent Waskand, Washi

16320-16350

18°45'4.73"N 73° 1'51.94"E

Kharland Yes Affected Structure of Kharland


16350 18°45'4.10"N 73° 1'52.17"E

Maritain Board Yes Affected Structure of Maritain Board

87. Sluice Gate, 2.8*15 mtr. 5 Gate lakdi RCC

Permanent Waskand, Washi

16380 18°45'2.13"N 73° 1'53.71"E

Kharland Yas Affected Structure of Kharland


16410 to 16440

18°45'1.02"N 73° 1'54.19"E

Maritain Board Affected Structure of Maharashtra Maritain Board

89. Jetty RCC. 3.3* Permanent Waskand, Washi

16440 18°45'1.02"N 73° 1'54.19"E

Maritain Board Affected Structure of Maritain Board



Annexure 8.1: CRZ Clearance Letter



Annexure 8.2: Formats for Ambient Air and Noise Monitoring

Format for Ambient Air Quality and Noise Monitoring Format for Air quality Monitoring Date of Analysis Testing Period Report NO.: - Report DATE: - Name of CLIENT: ADDRESS: - Type of WORK: - Ambient Air monitoring Sample Ref. No. :- Sample Drawn BY: Representative Duration of sampling 24 Hrs. Date of ANALYSIS: - Testing Period 01 Day Location/Site S. NO

Sampling Stations

Date of Sampling

PM10µg /m3

PM2.5µg /m3

SO2 µg /m3

NOX µg /m3

CO mg /m3

Method: - IS:5182 (Part-23)

IS:5182 (Part-23)

IS:5182 (Part-II)

IS:5182 (Part-VI)

IS:5182 (Part-X)

CPCB Standards 100

(24 hrs) 60 (24 hrs)

80 (24 hrs)

80 (24 hrs)

2.0 (8 hrs)

For, M/s ………………………………….. Chemist /Authorized Signatory Format for Noise Monitoring Location/Site:

S. No Location Date of Sampling

Time of Sampling

Noise Level dB(A)

Day Night For, M/s ………………………………….. Chemist /Authorized Signatory

renovation of saline embankment of narvel, benavale

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