Due Diligence Report – Social Safeguards (Land Acquisition and Resettlement) · 2018. 5. 10. ·...
Transcript of Due Diligence Report – Social Safeguards (Land Acquisition and Resettlement) · 2018. 5. 10. ·...
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Due Diligence Report – Social Safeguards (Land Acquisition and Resettlement) Project number: 42486-016 April 2016
IND: Madhya Pradesh Urban Services Improvement
Program – Water Supply Improvement in Betul Bazar
Package Number: MPUSIP-1B Prepared by the Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank. This due diligence report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
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LAND ACQUISITION and RESETTLEMENT DUE
DILIGENCE REPORT
Project Number: 42486
IND: Madhya Pradesh Urban Services
Improvement Program – Betul Bazar Water Supply Scheme, District: Betul
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CURRENCY EQUIVALENTS
(As of April 01, 2016)
Currencyunit – Conversion
INR1.00 = $.0.015 $1.00 = INR 67.00
ABBREVIATIONS ADB - Asian Development Bank FGD Focus group discussion GOI - Government of India KL Kilo Liter GOMP - Government of Madhya Pradesh KM - Kilometer LARR Land Acquisition, Rehabilitation and Resettlement Act LPCD Liter per Capita per Day MDPE Medium Density Polyethylene pipes MLD Million Liter per Day MPUDC - Madhya Pradesh Urban Development Company MPUSIP Madhya Pradesh Urban Services Improvement Program NOC No Objection Certificate OHT - Over Head Tank O&M - operation and maintenance PMU - Program Management Unit PWD - Public works Department R&R - Resettlement and Rehabilitation RF - Resettlement Framework RP - Resettlement Plan ROW - Right of Way RWGM Raw water gravity main SPS - Safeguard Policy Statement SPU safeguard policy update ULBs - Urban Local Bodies WRD - Water Resource Department WSS Water Supply Scheme WTP - Water Treatment Plant
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Table of Contents
I. INTRODUCTION 5
A. BACKGROUND 5
C. SCOPE OF THIS REPORT 7
II. POLICY FRAMEWORK, AND INTITLEMENTS 7
A. The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation 7
and Resettlement Act , 2013 – Error! Bookmark not defined.
B. ADB Safeguard Policy Statement, 2009 (SPS) Error! Bookmark not defined.
III. SUBPROJECT DESCRIPTION 7
A. Existing Water Supply 7
B. Proposed Water Supply 11
IV. FIELD WORK AND PUBLIC CONSULTATION 13
A. Outline of Fieldwork 13
B. Field work Report 13
C. Public Consultation 14
V. LAND AVAILABILITY AND INVOLUNTARY RESETTLEMENT IMPACTS 15
A. Water Supply 15
VI. CONCLUSIONS 19
A. Summary and Conclusions 19
LIST OF TABLES
Table 2:- Status of Existing Water Supply .............................................................................................. 8
Table 3:Proposed Water Supply System of Betul Bazar ...................................................................... 11
Table 4: Summary of consultations, meetings and focus group discussions ............................................... 14
Table 5: Proposed Sub-project components in Betul Bazar water Supply subproject District Betul and
their Involuntary Resettlement impact Status ............................................................................................. 17
Table 6: Budgetary provision ............................................................................................................... 19
LIST OF FIGURES
Figure 1: Existing Water supply components in Betul Bzar ................................................................. 10
Figure 2: Base Map of Betul Bazar WSS ............................................................................................. 20
Figure 3: Location for Sump and pump House ..................................................................................... 21
Figure 4: Location for proposed WTP................................................................................................... 22
Figure 5: Location for proposed 200 KL OHT ...................................................................................... 23
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Figure 6.1: Location for proposed Raw Water Feeder Mains .............................................................. 24
Figure 6.2: Location for proposed Raw Water Feeder Mains .............................................................. 24
Figure 6.3: Location for proposed Raw Water Feeder Mains .............................................................. 25
Figure 6.4: Location for proposed Raw Water Feeder Mains .............................................................. 26
Figure 6.5: Location for proposed Raw Water Feeder Mains .............................................................. 27
Figure 6.6: Location for proposed Raw Water Feeder Mains .............................................................. 28
Figure 6.6: Location for proposed Raw Water Feeder Mains .............................................................. 29
Figure 6.7: Location for proposed Raw Water Feeder Mains .............................................................. 30
Figure 6.8: Location for proposed Raw Water Feeder Mains .............................................................. 31
Figure 6.9: Location for proposed Raw Water Feeder Mains .............................................................. 32
Figure 6.10: Location for proposed Raw Water Feeder Mains ............................................................ 33
Figure 7.1: Location of Clear Water Feeder Mains .............................................................................. 34
Figure 7.2: Location of Clear Water Feeder Mains .............................................................................. 35
LIST OF APPENDIX
Appendix 2: Details of consultation photographs and list of participants........................ 40
Appendix 4:Details of Khasra Map ........................................................................................ 44
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I. INTRODUCTION
A. BACKGROUND 1 Government of Madhya Pradesh (GoMP) with a sector project loan funding from Asian
Development Bank (ADB) has proposed to implement Madhya Pradesh Urban Services Improvement Project (MPUSIP), herein after referred as ‘The Project’. Madhya Pradesh Urban Development Company Limited (MPUDC) shall be the Implementing Agency (IA) and the State Urban Development and Housing Department (UDHD) shall be the executing agency for the Project. A project management unit (PMU) created under MPUDC is implementing MPUSIP.
2. The Resettlement Framework (RF) for MPUSIP outlines the objectives, policy principles and procedures for land acquisition, if any, compensation and other assistance measures for Displaced Persons1 (DPs)/Affected Persons (APs), if any.
3 An entitlement matrix, consistent with the existing norms and guidelines of the country and the state government, and ADB’s Safeguard Policy Statement has been prepared to cover losses identified in this Project. The matrix recognizes that the lack of title/customary rights recognized under law will not be a bar to entitlement and has special provisions for non-titled persons.
4. Need of the Sub-project: At present, Nagar Parishad is somehow able to supply only 0.40
MLD water to people of town with the help of 7 tube wells, 28 hand pumps and 3 open
wells. Also there is no proper water supply infrastructure like treatment plant, 100%
distribution network is also not available in the town. Water from the existing sources like
tube wells and open wells are directly supplied to existing OHTs and the water is not
treated. Around 7 Km of distribution network is being laid down years back and leads to a
water loss of approximately more than 46%. Sometimes chlorine / bleaching power is
being used for the purpose of treatment. Due to the regular extraction of water, ground
water level is going down. Present ground water level in the Betul Bazar town is
approximately 350 feet below the ground level. Since 85 Hp pumps are installed in 7 tube
wells and 3 open wells, electricity consumption is also very high.
5. As per the service level benchmarking, the water supply of the town is inadequate 4.0 Lacs
Litres per day (0.4 MLD) i.e. 38 LPCD which is very less as compared to the service level
benchmarking of CPHEEO i.e. 135 LPCD and 70 LPCD as per the Guidelines of MPUSIP
for the town having population below 30000.Service Level Benchmarking as per the Ministry
of Urban Development, Govt. of India and the present status of water supply in the Betul
Bazar town is given in Table-1:
1 In the context of involuntary resettlement, displaced persons are those who are physically displaced (relocation,
loss of residential land, or loss of shelter) and/or economically displaced (loss of land, assets, access to assets, income sources, or means of livelihoods) as a result of (i) involuntary acquisition of land, or (ii) involuntary restrictions on land use or on access to legally designated parks and protected areas. It covers them whether such losses and involuntary restrictions are full or partial, permanent or temporary
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Table 1: Service Level Benchmarks of Water Supply Sector
Sr. No.
Service Level Benchmarks Standards as
per GOI Present Status in
Town
1 Coverage of water supply connection 100% 48%
2 Per Capita Supply of Water 135 LPCD 38 LPCD
3 Extent of metering of water connections 100% 0%
4 Extent of non-revenue water 20% 46%
5 Continuity of water supply 24 Hrs 45 min alternate
day
6 Quality of water supplied 100% 100%
7 Cost Recovery in water supply services 80% Data Not Available
8 Efficiency of Redressal of customer complaints
100% Data Not Available
9 Efficiency in collection of water supply charges
90% Data Not Available
6. Therefore new water supply scheme needs to be implemented to servea population of
39300 for the design year 2048 (Ultimate Year of Design) considering 70 LPCD water supply and source as surface source to ensure adequate quantity, quality and desired pressure at doorstep of each household.
B. PROJECT DESCRIPTION 7. The salient features of the subproject are as below:
• Provision for supply of 1.15 MLD raw water will be trapped down by Betul WSS. • Construction of Raw Water Sump and Pump House at junction point. • Design, supply, construction, installation, testing, commissioning of 1.15 MLD WTP. • Reconditioning of existing 300 KL OHT in new scheme.Construction of one OHT of
200 KL in Ward-8
• Laying of Raw Water pumping/Gravity main from Raw Water Sump & Pump House to WTP of length 5.5 KM
• Laying of clear water feeder main from WTP to OHT of total length 1275 m • Laying of distribution network of total length 16157m
8. The main objectives of the project are as follows:
• Supplying pure drinking water. • Promote sustainable measures to increase potable water supply to the population. • Water supply through future sustainable source developments. • Water supply through improvements of safe yield of existing water sources. • Water supply through improvements to water treatment works. • Drinking water supply contributes towards a sustainable regional development. • To improve the current state of the water cycle of Betul Bazar through improvements
in the separate components of the water supply system in investment program.
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C. SCOPE OF THIS REPORT 9. This land acquisition and resettlement due diligence report is prepared for the proposed
Water Supply package for Betul Bazar Municipal Parishad, dist. Betul under which
construction of water treatment plant, OHT, new pipe laying or pipe replacement (within
public roads RoW or on government land). The proposed subproject will focus on metered
water supply for domestic, institutional and commercial users, including water resource
identification and treatment, water storage tanks, distribution pipes and metered connections
to each household in the towns covering a population of 11200 in Betul Bazar (population as
in 2018) and estimated population for which it is designed for the year 2048 is 13000.All the
municipal wards of the town are covered in the project.
10. A due diligence process was conducted to examine the land acquisition and resettlement
issues in detail, in line with ADB SPS 2009. This report describes the findings and provides
copies of relevant documents, resolutions, minutes of meetings and photographs. This land
acquisition and resettlement due diligence report needs to be read along with the
Resettlement Framework prepared for MPUSIP.
11. Upon project implementation, the Social Safeguards Personnel (Project Officer, Social and
Gender) at PMU, MPUDC will be required to undertake a review of this due diligence report,
prepare a confirmation letter or report documenting any modifications for the subproject and
submit to ADB; and receive a 'no objection' confirmation from ADB prior to start of
construction in the subproject.
II. POLICY FRAMEWORK, AND INTITLEMENTS 12. The Resettlement Framework (RF) prepared for MPUSIP sets out the objectives, principles,
eligibility criteria and entitlements for APs, based on ADB SPS, 2009 and LARR 2013 as well as national and state laws for protection of street vendors. Until recently, all activities related to rehabilitation and resettlement in the State of MP had been based on the Madhya Pradesh Resettlement and Rehabilitation Policy, 2002 (MPRR) and National Rehabilitation and Resettlement Policy, 2007 (NRRP-2007). GoMP adopted LARR 2013 on 3rd October, 2014 with some specifications for operationalizing its implementation in the state2. Details of policies are in the Resettlement Framework for MPUSIP.
III. SUBPROJECT DESCRIPTION
A. Existing Water Supply 13. Present water supply of the Betul Bazar town is mostly depend on ground water i.e. on 8
tube wells (7 working), 36 nos. of hand pumps (28 working) and 3 open wells. Water
2 These GOs issued separately in September 2014 (i) notifies administrative cost of land acquisition; (ii) appoints Divisional Commissioners as Commissioner for Rehabilitation & Resettlement within their respective jurisdictions; (iii) authorizes District Collectors for constituting an Expert Group separately in respect of each project, (iv) notifies the factor which the market value is to be multiplied in case of rural areas, (v) appoints Officer-in charge of Land Acquisition Section in the Office of the Collector as Administrator for Rehabilitation and Resettlement and (vi) limits agricultural land acquisition, as required by the RTFCLARR, 2013.
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from the tube wells and open wells are pumped to two OHT’s. Total 85 Hp (10 Hp on
each tube well and 7.5 Hp on each open well) capacity pumps are installed at 7 tube
wells and 3 open wells. Both the OHTs are filled only once in a day. It takes
approximately 12 hours to fill the 300 KL OHT and approximately 14 – 16 hours to fill
500 KL OHT. Then the water is distributed with the help of 7 km of distribution system
having ACP pipes from 100 to 300 mm diameter and GI pipes having diameter 50 mm to
80 mm laid in the town. Thus the total water supplied to the Betul Bazar town at present
is 0.40MLD i.e. 38 LPCD.
14. Present water supply arrangements are not adequate and ground water source level is
depleting day by day, therefore water scarcity conditions are arising. Water supply
losses during transmission are also very high i.e. more than 46%, that leads to a high
energy consumption and loss to ULB.
15. Presently water will be supplied only for 45 min on alternate days. Details of present
water supply infrastructure available in the Betul Bazar town are mentioned in the below
table:
Table 2:- Status of Existing Water Supply
Parameter Sub Parameter Details of Town
Present Water Sources
Tube Wells 8 Nos ( 7 Working)
Hand Pumps 36 Nos ( 28 Working)
Well 3 Nos
Lake -
Dam Sapna Dam - 7 Km from town
River Sapna River
Existing Water Supply Facilities
Intake Well Not Available
RWRM / RWGM Not Available
WTP Not Available
CWRM / CWGM From Tube Well to both OHT
150 mm Cast Iron LA Pipes = 4000 m approx.
MBR Not Available
GSR Not Available
BPT Not Available
Nos of OHT 2
Capacity
(KL) Staging Ht. (m)
Container Ht. (m)
Year of Construction
Location
OHT – 1 300 15 5 2004 3
OHT – 2 500 10 5 1990 7
Available Storage Capacity
800 Kilo Liters
Distribution Network Length
Material Pr. Class Diameter Length -
ACP - 300 / 200
/ 150 / 100
2000 m
GI - 80 / 50 5000 m
Present Water Supply
MLD 0.4
LPCD 38
Water Domestic 1100
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Commercial / Bulk -
Total 1100
Connection Charges
Conn charges Rs. 1500 per connection
Water Meters
Domestic -
Commercial / Bulk -
Total -
Water Charges Domestic Rs.40 / month
Commercial / Bulk -
Present Staff Engineer Pump Operator Lineman Helper Total
1 3 4 5 13
Miscellaneous Water Supply Coverage- 48 %
Valve Mounted on 150 mm ACP Pipeline
at Betul Bazar Tube Well at Betul Bazar Ward No 9
Existing 300 KL OHT at Betul Bazar Existing 500 KL OHT at Betul Bazar
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Open Well from Betul Bazar Open Well from Betul Bazar
GI Pipeline laid down in Ward No 9 Sump near 500 KL OHT
Waste Water flowing in Betul Bazar Open Drains in Betul Bazar
Figure 1: Existing Water supply components in Betul Bzar
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B. Proposed Water Supply
Table 3: Proposed Water Supply System of Betul Bazar
Population Forecast
2018 (Initial) 11200
2033 (Intermediate)
12100
2048 (Ultimate) 13000
Rate of Water Supply 70 LPCD
Daily Water Demand (MLD)
Water Demand (MLD)
2018 (Initial) 0.95
2033 (Intermediate)
1.05
2048 (Ultimate) 1.10
Proposed Water Source Ground Water Not Applicable
Surface Water Tapping from Raw Water Rising Main of Betul WSS
Raw Water Pumping Hours 23 Hrs. / Day
Head Works Arrangement for Surface Water Source
Head Works Arrangement
RW Sump having Diameter - 4.0 m and Height 4.5 m and Pump House 5.0 m High over RW Sump.
Area Required for Sump & Pump
House 20 Sq. M.
Transformer 63 KVA
HT / LT Line 2 Km
Raw Water Pumping Machinery
Type Centrifugal Pumps
Discharge (LPS) 12.68
Motor (HP) 13
Head (m) 43
Quantity 2 Nos ( 1 Working / 1 Standby)
Raw Water Pumping / Gravity Main
Main RW Rising Main
Pipe Type DI K-9
Diameter (mm) 150
Length (m) 5500
Water Treatment Plant
Type Rapid Sand Filter Type
Capacity 1.15 MLD for Year 2048
Transformer 63 KVA
HT / LT Line 2 Km
Clear Water Pumping Machinery
Type Centrifugal Pumps
Discharge (LPS) 12.68
Motor (HP) 13
Head (m) 41
Quantity 2 Nos ( 1 Working / 1 Standby)
Clear Water Pumping / Feeder Main
Main Clear Water Feeder Main
Pipe Type DI K-9 DI K-9
Diameter 100 150
Length 800 475
Required Storage Capacity 2033
(Intermediate) 500 Kilo Liters
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Details of Proposed OHT & Existing OHT Considered in New Scheme
Capacit
y (KL)
Staging Ht. (m)
Container Ht. (m)
Location Ward
Wards Covere
d Existing OHT Considered in New Scheme
OHT - 1 300 15 5 3 7 to 9, 11, 12 & 13
Proposed OHT
OHT - 2 200 18 5 8 1 to 6, 10, 14 & 15
Distribution Network 2048 (Ultimate)
Material Pr
Class Diameter Length
Total Length
HDPE PE100
PN 10 75 13699
16143
HDPE PE100
PN 10 90 482
HDPE PE100
PN 10 110 672
HDPE PE100
PN 10 125 379
HDPE PE100
PN 10 140 319
HDPE PE100
PN 10 160 231
HDPE PE100
PN 10 180 319
HDPE PE100
PN 10 200 43
HDPE PE100
PN 10 225 8
Land Requirement for WTP
Required Area 0.18 Ha
Khasra No. Khasra 84/1
Location on Betul Road near Old Naka
Available Area 0.882 Ha
Land Requirement for OHT
OHT No OHT - I ( 200 KL)
Required Area 0.1 Ha
Khasra No. 475 (Patwari Halka No - 68)
Location in Shaskiya Navin Prathmik Shala Ground
Available Area 1.408 Ha
Number of Households 2018 (Initial) 2418
Requirement of Staff for Scheme Management
Engineer 1
Pump Operator 2
Helper / Fitter 4
Electrician / Mechanic 1
Watchman 3
Lab Assistant / Chemist 1
Accountant 1
Total 13
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Note:- Propose in Section VI that existing water supply staff of ULB will be trained and utilized by the DBO contractor after required training for O&M, and no one’s livelihood will be affected as none will be retrenched.
IV. FIELD WORK AND PUBLIC CONSULTATION
16. The Resettlement Plan was prepared in consultation with stakeholders including affected persons, beneficiaries/local people, and ULB officials. Consultations and focus group discussions (FGDs) were conducted to seek feedback from local people and other important stakeholders on the proposed development interventions, perceived impacts and mitigation measures and their participation.
A. Outline of Fieldwork
17. During the visit, a field inspection of proposed subproject facility locations and pipeline
alignments that had been identified was undertaken. These included field visit to the
identified sites and alignments and stakeholder consultations. The entire land
requirement for the proposed subproject component will be fulfilled by government
lands. The details of selected lands for subproject components are given in the
Appendix-1
B. Field work Report
• Discussion was held with ULB Officials, Public Representatives, Stake Holder and Prominent People of Betul Bazar Town. A List of officials from whom details of the town
for preparation of water supply scheme is collected during site visit. Held various
discussions during the meeting.
• During the meeting and discussion, present situation of water supply in the town and the requirement of the stack holder was studied. Based on present water supply
arrangements and gaps arrives are well documented.
• With the ULB Authorities, visit was done for all the possible water supply sources and identified locations for all other the components of water supply scheme.
• Study of the all the options of possible water supply source, its dependability, quality assurance of source available and the distance from the town.
• Water from the selected source was collected and tested from the Laboratory of Bhopal Municipal Corporation Laboratory, Bhopal. Also test report is obtained for designing
purpose.
• Water security from the concerned department like WRD etc. was ensured such that best chosen water source is made available to ULB for the purpose of water supply
scheme.
• Revenue authorities were contacted to ensure the land acquisition, secured in the ownership of ULB or Revenue Department Govt. of Madhya Pradesh for WTP and
Service Reservoirs.
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• After getting all the required data for the preparation of DPR, mobilization of the survey team for the survey work was done. Focusing road survey for water supply distribution
system. Based on elevation differences in individual command areas and required
pressure conditions at lines near households.
C. Public Consultation
18. Extensive consultations were undertaken with key stakeholders in line with ADB's
requirements pertaining to environment and social considerations. Focus group
discussion (FGD) conducted at nearby locations of Water Treatment Plant sites,
construction of Over Head Tank proposed. The following outcomes of consultations:
(i) The consultations helped to identify the felt needs /concerns and apprehensions of the
communities related to the project and priorities of concerned stakeholders.
(ii) Consultations revealed that people are aware of the problems of the existing water supply
system in the town and are willing to cooperate in the proposed project.
(iii) Consultations with the key stakeholders revealed that drinking water supply system if a
problem area for the town and they will fully accept the project.
19. The major stakeholders targeted during consultations are:
(a) The municipalities, its elected members and staff who will be required to oversee the
construction of the distribution networks and WTP as well as be directly responsible for the
maintenance of the installations
(b) Local residents who will take initiative to connect their houses with the water distribution line.
(c)Local business people and traders
(d)School Students and College Students
(f)The opinion makers are intimately acquainted to and well regarded by the community. They
need to be enlisted in spreading environmental awareness within the community as
well as in conveying the benefits of the project.
Table 4: Summary of consultations, meetings and focus group discussions
Sr. No.
Location No. of
Participant Topics of discussion
Issues/ Concern and Mitigation Measures
1 Nagar Parishad Office, Betul Bazar
8 ( 5 male 3 Female)
Sub project design and pipe laying, location of sub project component like WTP, OHT
Solicited support from ULB staffs
2 Ward No. 2 17 (9 female +8 male)
• Existing water supply status
• Component of proposed water supply component
• Social impact of
• The water supply in town was found insufficient at present.
• Untreated water is supplied in town as treated water is not
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project during construction work
• Social and community impact during operation work
• Impact on health by proposed project
• Willing to take new Water connection
12.
supplied in town. • There will be some
negative impact on community during construction phase of scheme due to excavation of road.
• The impact will be very limited.
• People are ready to take new water connection in place of old one
• People were agreeing to pay proposed water tariff.
• There will not be any water supply interruption during laying new pipe line. Some shopkeepers raise the issue about their business disturbance due to road excavation
• All people requested to select good contractor to speed up the construction process.
13.
V. LAND AVAILABILITY AND INVOLUNTARY RESETTLEMENT IMPACTS
A. Water Supply
20. No land acquisition or resettlement impacts are anticipated for any of the proposed civil
works for Betul Bazar water supply subproject.
21. WTP capacity is of 1.15 MLD is proposed to be constructed Khasra No – 84/1 in Ward
No – 1 on Betul Road. The ownership of land is verified and is in possession of Revenue
Department, Govt. of Madhya Pradesh and considered land is ensured for the purposed
of water supply scheme. The process has being initiated for the allocation land for
construction of WTP.
22. Presently two OHTs are available in Betul Bazar having capacities 300 KL in Ward No 3
and 500 KL in Ward No 7. The 500 KL OHT was constructed in 1990. The present
condition of 500 KL is not good and hence proposed not to use this OHT in new scheme.
The 300 KL was constructed in 2004 and proposed to be used in new scheme. In
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addition to this 200 KL OHT is proposed to be constructed in Ward No 8 at Khasra No
475 to cater the water demand of Betul Bazar town till year 2033. Note: - All Land belongs to Govt. Land and There is neither any Encroachment nor any informal users is available for all proposed components
23. Clear Water from CW Sump of WTP will feed to two OHTs. A Combine Clear Water Feeder Main
is proposed to be laid from Clear Water Sump at WTP to proposed 200 KL OHT – I located at
Shaskiya Navin Prathmik Shala Campus in Ward No 8 and to existing 300 KL OHT – II located at
Old Nagar Parishad Office Campus of diameters 150 mm DI K9 and 100 mm DI K9 having
combined length 1275 m.
Note:- All Land belongs to Govt. Land And There is neither any Encroachment nor any informal users is available for all proposed components
24. The entire Betul Bazar town was divided in to two District Metering Areas (Zones). Zone
A will be feed through 200 KL OHT - I and Zone B will be feed through 300 KL OHT - II.
The total length of Distribution System is 16151 m. HDPE PE 100 PN 10 pipes are used
to distribute the water.
25. Water supply distribution system for command area of both OHT’s are considered after
verifying design requirement to ensure adequate minimum 10 m residual head at door
step of each house hold. All households are proposed to be given with water supply
service connection ensuring quantity, quality and adequate pressure.
26. House Service connections : Providing house service connection tapping from a
distribution main/ sub-main including one tapping saddles, elbows, service pipe from tapping
point to the chamber near property boundary or inside the property boundary as per the
direction with U-ball valve, using 20mm Medium Density Polyethylene pipes (MDPE) pipe 5
m long. The work shall include excavation, road restoration, etc. complete. The
connection shall have:-
i. Electro fusion Tapping Ferrule shall be provided with a SS-304 Brass cutter with cutting edges
for making hole / tapping on the Mains and Fusion joint in such a manner that the 20-
63mm diameter outlet depending on requirement of the house service connections
rotatable 3600 to the axis of pipeline. The town is having total number of household’s2418 .So
all the connections are considered in this project.
ii. Domestic water meters: Supply and installation of AMR compatible water meters for each
house service water connections 2418 nos. 15 mm size, brass body, horizontal inferential
multi jet type, magnetic drive with anti-fraud shield and dry dial with IP 68. Meter shall be
made of copper or any other suitable anti corrosive metallic.
27. Site inspections and transect walk was carried all along the proposed laying of clear
water feeder mains (150mm &250mm).The proposed pipeline for clear water feeder mains will
be laid along the tow of the existing town road RoW: the clear water feeder mains to be laid in
Betul Bazar will be along the Nagar Parishad roads. The 16151 m distribution network
pipelines in Betul Bazar will be laid along the roads of the respective Nagar Parishads.
Details of land ownership for each water works component to be constructed are given in
Appendix 1 and Appendix 2there is no existing water distribution supply line in Betul Bazar
town
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28. Civil works in the project include linear excavation for laying pipes along the roads,
placing pipes in the trench and refilling with the excavated soil. The trenches will be of 0.4 m
— 0.7 m wide and 0.8 to 1 m depth. Subsequent to completion of works, road reinstatement
will be undertaken by the contractor as part of the civil works. The roads in the core city area
of both the towns are very narrow and congested with pedestrians and vehicles, while the
roads in outer areas are wide. No necessity for full closure of roads is identified. Proposed
distribution pipe-laying on roads in most part of the town will not have any permanent or
temporary IR impact. Hawkers and vendors have been witnessed along the road side for most
part of the distribution network pipe-laying.
29. Laying of transmission mains and distribution network pipelines and provision of metered house service connections in the project area has been carefully planned to minimize disturbance to pedestrians and traffic and avoid income loss to businesses. Potential temporary impacts to traffic/access to shops and residence due to digging and excavation for pipe laying are possible during construction; however, these will be mitigated by ensuring access to properties through provision of pedestrian planks, provision of adequate signage, and careful traffic management. Though there are no mobile hawkers along the internal roads where the water works will be implemented, if any such cases are reported, they will be assisted to move to nearby location to ensure that their business remains uninterrupted. No income loss is anticipated and there is no informal users is available for all proposed components
Table 5: Proposed Sub-project components in Betul Bazar water Supply subproject District Betul and their Involuntary Resettlement impact Status
Sr No. Component Capacit
y
Unit
(No.)
Length Land
Ownership
IR Impact IP Impact
Water Supply
1 Sump & pump
house
14. 1 15. Revenue
Departmen
t
Sump and pump house will be
built near Fly over proposed at
Multai Road in Betul. The land
is vacant and under custody of
Revenue department, GoMP
None
2 Raw water
pumping
mains
16. m 5500 Nagar
Parishad
and PWD
Raw water rising mains of
length 5500 is proposed to
carry the water from sump to
proposed WTP. The rising
mains will be laid along RoW
.The road is of Nagar Parishad
and PWD. There will be little
impact on transportation on the
road due to laying of raw water
rising mains. The impact will be
very limited. The distance
between sump and the town is
about 5km.
17.
3 Water
Treatment
1.15 MLD 18. Revenue
Land
WTP of capacity 1.15 MLD is
proposed at Khasra No – 84/1
None
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Plant in Ward No – 1 on Betul Road.
The land is vacant and belongs
to Revenue Department. This
government land is acquired in
anticipation of ADB funding for
Proposed Water Supply
Scheme
4 Guard cum
operator
house,
Boundary wall
with MS gate
19. 1 20. Revenue
Land
One proposed at treatment
plant and compound area. The
land is identified as
Government land. Vacant
Land. This government land is
acquired in anticipation of ADB
funding for Proposed Water
Supply Scheme
None
5 Chemical
storage and
dosing pump
house
21. 1 22. Road RoW
(Public
land)
At treatment plant and
compound areas. The land
belongs to Revenue
Department. Vacant Land
None
6 OHT 23. 1 24. Revenue
Land
One number of OHT of
capacity 200 KLD is proposed
in Shaskiya Navin Prathmik
Shala Ground. Location is
vacant of Revenue
department. Khasra number is
475.
None
7 Clear water
feeder mains
25. 26. 1275 Road RoW
(Public
land)
Clear water feeder mains of
length 1275 is proposed to
carry the water from WTP to
OHTs. The feeder mains will
be laid along RoW. The road is
of Nagar Parishad and PWD.
There will be little impact on
transportation on the road due
to laying of raw water rising
mains. The impact will be very
limited
None
7 Distribution
pipeline
(HDPE)
27. 28. 16157 Road RoW
(Public
land)
Pipeline pass through existing
rod RoW (Government road).
Temporary impacts on traffic/
access to shops and residents
in some areas. Contractor will
provide signage indicating
available alternatives access
route to minimize traffic
disruptions. Contractor will
have to ensure access to
shops and residents as per
None
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EMP provisions.
House
hold
conne
ctions
29. 2418 30. 31. 32. During construction period,
access to residents and shops
likely to be temporarily
affected. Contractor will have
to ensure access as per EMP
provisions
None
VI. CONCLUSIONS
A. Summary and Conclusions
30. No significant IR impacts are assessed at identified sites for sub-project components, as
adequate vacant land is available for the proposed facilities, within the compounds of
government lands. The proposed sites for new WTP and OHT at Betul Bazar are owned by
Revenue Department, for which NOC is under process. The sites for 200 KL OHT are
proposed on government land for construction of Betul Bazar water supply facilities; land
records and details of acquisition if any, of these sites, shall be appended to the updated
DDR. For linear components (pipe laying) or those proposed along government road ROWs,
temporary disruption to road users, pedestrians and community members will be avoided.
Safety measures will be taken during construction and access impacts will be mitigated during
construction by the contractor through simple measures such as provision of planks for
pedestrian access to shops and residences, and traffic management.
31. A budgetary provision is made for costs likely to be incurred for updating and implementation of
this DDR.
Table 6: Budgetary provision
S. No Description Target group Estimated cost Source of fund
1 Consultation cost for (Due
Diligence Report
Affected persons
of project area
50,000 Included in
subproject cost
2 Awareness generation 50,000
3 Grievance redress 50,000
4 Contingency @ 10% Affected areas 15,000 Included in
subproject cost
5 Total 1,65,000
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Figure 2: Base Map of Betul Bazar WSS
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Figure 3: Location for Sump and pump House
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Figure 4: Location for proposed WTP
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Figure 5: Location for proposed 200 KL OHT
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Figure 6.1: Location for proposed Raw Water Feeder Mains
Figure 7.2: Location for proposed Raw Water Feeder Mains
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Figure 8.3: Location for proposed Raw Water Feeder Mains
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Figure 9.4: Location for proposed Raw Water Feeder Mains
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Figure 10.5: Location for proposed Raw Water Feeder Mains
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Figure 11.6: Location for proposed Raw Water Feeder Mains
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Figure 12.6: Location for proposed Raw Water Feeder Mains
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Figure 13.7: Location for proposed Raw Water Feeder Mains
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Figure 14.8: Location for proposed Raw Water Feeder Mains
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s
Figure 15.9: Location for proposed Raw Water Feeder Mains
Comment [sb1]: Title and index fevery Google Earth map please. Otmaking sense
Comment [pw2]:
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Figure 16.10: Location for proposed Raw Water Feeder Mains
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Figure 17.1: Location of Clear Water Feeder Mains
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Figure 18.2: Location of Clear Water Feeder Mains
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36 DRA Consultants Private Limited, Nagpur
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Appendix 1: Details of Land Ownership for each Water Works Component to be constructed Infrastruct
ure
Location Ownership
of Land
proposed
Land
Available/
Khasra
Land
Required
Availab
ility of
land
Status of
NOC
Site Photograph
Raw water
rising mains
(5500m
length and
150mm
diameter)
Raw water rising
mains is proposed
from sump cum
pump house to
WTP. The rising
mains will be laid
along RoW of
road. The road is
under the
custodian of
PWD and Nagar
Parishad.
Water
Treatment
Plant (
including
Clear Water
Sump And
Pump
House)
Khasra No – 84/1
in Ward No – 1 on
Betul Road
Govt. Land 0.882 Hact/
257
(
PatwariHal
ka No –
84/1)
0.20 Hac
yes NOC to
be
obtained
from
Revenue
Departme
nt, GoMP
Comment [sb3]: Including sump, house, etc?
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Clear water
feeder
mains (total
length 1275
m of dia
100mm and
150mm
Clear water
feeder mains are
proposed to rise
the water from
WTP to OHTs.
The clear water
feeder mains will
be laid along the
RoW of road. The
roads are under
the custody of
Nagar Parishad.
200 KL
OHT
Shaskiya Navin
Prathmik Shala
Ground
Govt. Land 1.408 Ha /
475
(Patwari
Halka No -
68)
0.1 Hac
yes NOC to
be
obtained
from
Revenue
Departme
nt, GoMP
Distribution
network
(Total
length is
16157 and
diameter is
75mm to
200mm.
Distribution
network are
proposed to
convey the water
from OHTs to
households. The
clear water feeder
mains will be laid
along the RoW of
road. The roads are
under the custody
of Nagar Parishad.
Comment [sb4]: Same as above
Comment [sb5]: Same as above
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Appendix 2: Details of consultation photographs and list of participants
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Appendix 3: INVOLUTARY RESETTLEMENT SCREENING CHECKLIST
A. Introduction
1. Each project/subproject/component needs to be screen for any involuntary resettlement
impacts and indigenous people impacts which will occur or already occurred. This
screening determines the necessary action to be done by the project team.
B. Information on project/subproject/component:
a. District/ Administrative Name: Betul
b. Location (km): 9 Kms. from Betul Bazar
c. Civil work dates (proposed): NA
d. Technical Description: Betul Bazar-Water Supply Subproject
C. Screening Questions for Involuntary Resettlement Impact
2. Below is the initial screening for involuntary resettlement impacts and due diligence exercise.
Both permanent and temporary impacts must be considered and reported in the screening
process.
Involuntary Resettlement Impacts Yes No Not known Remarks
Will the project include any physical
construction work?
Construction of Raw water Sump, 1.15 MLD WTP
and 200 KL OHT
Does the proposed activity include
upgrading or rehabilitation of existing
physical facilities?
Reconditioning of existing 300 KL OHT by providing
SCADA
Will there be permanent land acquisition? Only government land sites selected for construction
of WTP and OHT
Will it require temporary land acquisition?
Comment [sb6]: Same comments as Bhainsdehi and Amla for entire checklist
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Involuntary Resettlement Impacts Yes No Not known Remarks
Is the ownership status and current usage of
the land known?
All sites on Revenue Land sites and all are in vacant
state.
Are there any non-titled people who live or
earn their livelihood at the site or within the
corridor of impact (COI) / Right of Way
(ROW)?
Land is totally vacant
Will there be loss of housing?
Will there be loss of agricultural plots?
Will there be losses of crops, trees, and
fixed assets (i.e. fences, pumps, etc.)?
As distribution line will be proposed along the road in
town no losses to crop, tree
and fixed assets.
Will there be loss of businesses or
enterprises?
During laying of distribution lines in
congested lanes temporary
arrangements will be
made, pipeline will be
located in unused
Government lands
alongside the existing
roads and can be
constructed without
causing disturbance to
houses and commercial
establishments.
Will there be loss of incomes and
livelihoods?
In narrow streets disruption to road users is likely and
measures like best activity
scheduling, alternative
routes, prior information to
road users, houses, Street
vendors and shops will
minimize the impact to
acceptable levels.
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Involuntary Resettlement Impacts Yes No Not known Remarks
Will people lose access to facilities,
services, or natural resources?
Any disruption of public facilities or services will be
taken care of during
excavation.Grievance
redress cell will be formed
wardwise to settle the
grievances soon
Will any social or economic activities be
affected by land use-related changes?
Will people lose access to natural resources,
or common property resources, or communal
facilities and/or services?
If land use is changed will it have an adverse
impact on social and economic activities?
Will access to land and resources own
communally or by the state be restricted?
Are any of the affected persons (AP) from
indigenous or ethnic minority groups?
If yes, please describe the situation
D. Involuntary Resettlement Impact
3. After reviewing the answers above, EA/ Safeguard Team confirms that the proposed
subsection/ section/ subproject/component (tick as appropriate):
[ ] Has involuntary resettlement (IR) impact, a resettlement plan (or corrective action
plan) is required
[Y]Has No IR impact, no resettlement plan is required.
Prepared By: DRA Consultants, Nagpur
Signature:
Name:
Position: Project coordinator
Verified By:
Signature:
Name:
Position:
Date: Date:
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Appendix 4: Details of Khasra Map
Khasra Number 84 for WTP .882Hectare
Khasra Number 475 for OHT 1.435Hectare
Khasara for Water Treatment Plant Location
Comment [sb7]: 1 line translation to be added
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Khasra Map & Khasra-Khatoni Record for New 200 KL OHT in Ward-8
Comment [sb8]: Same as above
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Comment [sb9]: Same as above
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I. INTRODUCTIONA. BACKGROUNDC. SCOPE OF THIS REPORT
II. POLICY FRAMEWORK, AND INTITLEMENTSIII. SUBPROJECT DESCRIPTIONA. Existing Water SupplyB. Proposed Water Supply
IV. FIELD WORK AND PUBLIC CONSULTATIONA. Outline of FieldworkB. Field work ReportC. Public ConsultationV. LAND AVAILABILITY AND INVOLUNTARY RESETTLEMENT IMPACTSA. Water Supply
VI. CONCLUSIONSA. Summary and Conclusions