42486-018: madhya pradesh urban services improvement

Initial Environmental Examination Document Stage: Draft Project Number: 42486-018 November 2021

India: Madhya Pradesh Urban Services Improvement Project – Additional Financing (Water Supply Improvement in Baihar and Malanjkhand Towns) - PART B Package No: MPUSIP- 5H

Prepared by Project Management Unit, Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank.

This draft initial environmental examination 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. Your attention is directed to the “terms of the use” on ADB’s website. 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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Figure 56: Structure and Process of GRC

8.7 Monitoring and Evaluation system of GRM

156. All grievances, concerns and complaints received shall be recorded by concerned

authorities to be tracked. The status of the grievances shall be discussed in the review

meetings organized at PIU and PMU level. The following indicators shall be monitored

and recorded

- Number and type of complaints received;

- Number and % of complaints that have been resolved;

- Number and % of complaints that are unresolved;

157. The State GRC shall review grievance related data on monthly basis to evaluate the

functionality of the system, as well as to note the followings:

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- Failures to follow GRM procedures;

- Delays in complaint resolution, particularly those that can affect project

construction;

- Most frequent types of grievances and complaints;

- Location(s) producing the most grievances and complaints;

- In the event that the established GRM is not in a position to resolve the issue,

the affected person also can use the ADB Accountability Mechanism through

directly contacting (in writing) the Complaint Receiving Officer (CRO) at ADB

headquarters or the ADB India Resident Mission (INRM). The complaint can be

submitted in any of the official languages of ADB’s DMCs. The ADB Accountability Mechanism information will be included in the PID to be

distributed to the affected communities, as part of the project GRM.

8.8 Process of Grievance Redress Mechanism

S. No Action Plan Time Line

A Action required at PMU/PMC

A1 Letter for formation of GRC and follow up Pre -construction

A2 Development of GRM Manual Pre -construction

A3 Orientation of GRC members by integrating with training/workshops/meetings

Construction

A4 Integration of GRC topic in BCC – like availability of GRC and its procedure

Construction

A5 Review of functioning of GRC by integrating with meetings and visits

Construction

B Action at Town level

B1 Formation of GRC at town level and inform to the PMU/PMC Pre -construction

B2 Information to All ULB Officials/Public about existence of GRC, its committee members and their function

Construction

B3 Orientation of all GRC members during visit of PMU and PMC officials

Construction

B4 Tracking of complaint registered and its status Construction

B5 Sharing status of grievances with PIUs with the help of GRC person

Construction

B6 Training of selected women to maintain grievances at customer service center (Educated Prerak (Motivator) may be considered)

Construction

B7 Complaint management Operation and maintenance phase

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IX. ENVIRONMENTAL MANAGEMENT PLAN

9.1 Implementation Arrangements

158. Urban Development and Housing Department (UDHD) of Government of Madhya Pradesh will be the Executing Agency for the Program, responsible for management, coordination and execution of all activities funded under the loan. Implementing Agency will be the recently established Madhya Pradesh Urban Development Company (MPUDC), a wholly owned subsidiary of GOMP. A central Project Management Unit (PMU) attached to MPUDC will be responsible for implementing the MPUSIP. The PMU will be supported by Program Implementation Units (PIUs) with flexibility to redeployment depending upon the implementation requirements.

159. The PMU and PIUs will be supported by several teams of Design Consultants in preparation of preliminary engineering designs.

160. Water Resource Review Committee (WRRC) is constituted to undertake a thorough review of the source when recommended by the Design Consultant in regard to techno-economic feasibility and sustainability especially ensuring climate change resilience, and Technical Review Committee (TRC) to review and approve the preliminary designs developed by the Design Consultants.

161. Program Management Consultant (PMC) centrally located in PMU and with field teams located in PIUs shall be responsible for implementation of the Program. All infrastructure contracts will be procured through performance-based contracts (PBCs) and include build-operate (BO) framework. Based on the preliminary designs prepared by Design Consultants, the DBO (design-build-operate) Contractor will design, construct, commission and operate for 10 years, after which it will be transferred to the respective ULB.

162. Two Committees - an Empowered Committee cum Executive Committee and a Technical Clearance and Tender Committee have been constituted by the Government to be responsible for effective and timely implementation of the Program.

163. Safeguards. At PMU, there will be two safeguard specialists: (i) Project Officer (Environment) and (ii) Social & Gender Officer, who will responsible for compliance with the environmental and social safeguards in program implementation. PO (Environment) will have overall responsibility in implementation of the investment program as per the Environmental Assessment & Review Framework (EARF) agreed between ADB and the government. At individual subproject level, PO will ensure that environmental assessment is conducted, and a project-specific is prepared and implemented, and the compliance, and corrective actions, if any are reported as required.

9.2 Environmental Management Plan

164. An environmental management plan (EMP) has been developed to provide mitigation

measures to reduce all negative impacts to acceptable levels. 165. The EMP will guide the environmentally-sound construction of the subproject and

ensure efficient lines of communication between MPUDC, project management unit (PMU), project implementing unit (PIU), consultants and contractors. The EMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (i)

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provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental performance on site; (ii) guide and control the implementation of findings and recommendations of the environmental assessment conducted for the subproject; (iii) detail specific actions deemed necessary to assist in mitigating the environmental impact of the subproject; and (iv) ensure that safety recommendations are complied with. The EMP includes a monitoring program to measure the environmental condition and effectiveness of implementation of the mitigation measures. It will include observations on- and off-site, document checks, and interviews with workers and beneficiaries.

166. The contractor will be required to submit to PIU, for review and approval, a site

environmental plan (SEP) including (i) proposed sites/locations for construction work camps, storage areas, hauling roads, lay down areas, disposal areas for solid and hazardous wastes; (ii) specific mitigation measures following the approved EMP; (iii) monitoring program as per SEP; and (iv) budget for SEP implementation. No works are allowed to commence prior to approval of SEP.

167. A copy of the EMP/approved SEP will be kept on site during the construction period

at all times. The EMP included in the bid and contract documents. Non-compliance with, or any deviation from, the conditions set out in this document constitutes a failure in compliance.

168. For civil works, the contractor will be required to (i) carry out all of the mitigation and

monitoring measures set forth in the approved SEP; and (ii) implement any corrective or preventative actions set out in safeguards monitoring reports that the employer will prepare from time to time to monitor implementation of this IEE and SEP. The contractor shall allocate budget for compliance with these SEP measures, requirements and actions.

169. The following tables show the potential environmental impacts, proposed mitigation

measures and responsible agencies for implementation and monitoring. .

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Table 31: Design Stage Environmental Management Plan Field Anticipated Impact Mitigation Measures Responsible for

Implementation/ Monitoring

Cost and Source of Funds

Design of water supply system

Unsustainable source; resource & energy use

(i) Discontinuation of current unsustainable groundwater source and creating a new comprehensive water supply system based on a nearest surface water source

(ii) Recovering wash water from treatment process

(iii) Treatment and reuse of sludge from treatment process

(iv) Minimizing water losses from pipelines by perfect jointing and alignments using appropriate techniques (HDPE pipes up to 150 mm dia joined by electro fusion couplers using on-site electro fusion welding, and all higher dia pipes by on site butt welding)

(v) Minimizing overall resource use by combining bulk water facilities for Baihar and Malanjkhand towns

(vi) Designing the entire system to maintain optimal flow and terminal pressure, and optimizing the overall energy usage

(vii) Reducing the incidence of water borne diseases by providing 100% population including urban poor with potable water supplies

(viii) Improve water use efficiency and reduce water wastage at household level by recording and monitoring the water usage, and charging the consumers as per usage; due consideration to urban poor

(ix) Minimize unaccounted for water (UFW) losses using district metered area approach with flow meter and pressure logging arrangements to identify and rectify the leaks, and unauthorized connections

(x) Using low-noise and energy efficient pumping systems

DBO Contractor / PMU

Project Costs

Water abstraction Project sustainability & (i) Obtain permission from Water resources department, PMU & Baihar and Project

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Field Anticipated Impact Mitigation Measures Responsible for Implementation/ Monitoring


from Tannor River for Baihar & Banjar for Malanjkhand town

water use conflicts GoMP, prior to bid process o Baihar- permission / water allocation for water

abstraction from Tannor River o Malanjkhand- permission / water allocation for water

abstraction from Banjar River and construction of new weir across the river.

Malanjkhand Nagar Parishad

Costs

Chlorine usage as disinfectant at WTP and ESR

Chlorine handling & application risk – health & safety risk to workers and general public

Provide the following measure at the chlorine application unit: (i) Chlorine neutralization pit with a lime slurry feeder (ii) Proper ventilation, lighting, entry and exit facilities (iii) Facility for isolation in the event of major chlorine leakage (iv) Personal protection and safety equipment for the operators in the chlorine plant (v) Provide training to the staff in safe handling and application of chlorine; this shall be included in the contract of Chlorinator supplier (vi) Supplier of Chlorinator equipment shall provide standard operating manual for safe operation and as well as maintenance and repairs; preferably these shall be provided both in English and Hindi Languages

DBO Contractor / PMU

Project Costs

Socio cultural

resource

Encroachment / damage

To protected monuments and chance finds

(i) Obtain ASI permission for laying of raw water pipelines (RWRM) within 0 - 1 0 0 & 1 0 0 - 300 m of protected Temple prior to start of bidding for Baihar town

(ii) Include ASI as project stakeholder for Baihar town, local

representative of ASI should be included in the town

level committee (iii) Proper procedures (protocol) shall be used by the

construction contractors in conducting any excavation work, to ensure that any chance finds are recognized and measures are taken to ensure they are protected and conserved. This should involve: • Having excavation observed by a person

with archaeological field training; contractor should employee a person with a formal certification course in archaeology from recognized (such as Institute of Archaeology, ASI, Delhi) during the ground excavation activities

• Conduct awareness training to contractor &

PIU & Nagar Parishads

Project

Costs

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supervision staff prior to start of excavation

• Stopping work immediately to allow further

investigation if any finds are suspected;

• Calling in the ASI if a find is suspected, and taking any action they require to ensure its removal or protection insitu

Joda Pat Temple Complex in Baihar town

Impacts on Joda Pat Temple Complex (ASI Monument) with respect to its design & materials

(i) DI-K9 Pipes will be used for the RWRM. So,, it will has a neutral impact on the heritage value with respect to its design and material.

(ii) Proposed WTP and its sump well will be constructed with an RCC-based frame with water resistant cement, above and below the ground respectively. Hence, it has a neutral impact on the heritage value with respect to its design and material.

PMU, PIU & Nagar Parishad

Project Costs

Location of components in forest area/ Eco-sensitive zone /Buffer Zone

Disturbance/ damage to forests

• As mentioned above, Tannor River is under control of Water Resources Department, GoMP. Hence, permission of water abstraction has to be obtained from WRD. Subsequently, permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for construction of weir, Intake well and laying of RWRM within the Buffer Zone of Kanha National Park/ Tiger Reserve. An application through the online system of MoEF&CC has to be submitted

• For, pipe laying of RWRM of length 1485 m (outside the Buffer zone) along the RoW of the PMGSY road an NoC is required from PMGSY department. Subsequently permission has to be obtained from the Forest Department for the change in use of the land. An application through the online system of MoEF&CC has to be submitted.

• No trees shall be cut except removal of shrubs and bushes in the forest area; trees on the periphery of weir & intake well sites shall be integrated into layout design and shall not be cut

• All workers shall be trained and made aware of working conditions in forest area; strict protocols shall be put in place so that no workers or staff ventures into the forest

PMU and DBO Contractor

Part of project costs

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land, and/or damage / disturb any tree /plant/wild animals; hunting and collection of fire wood strictly prohibited and DBO contractor shall be responsible for any such acts, and should put in place such as a system so that such acts do not occur

• Create awareness among workers and staff about the forest animals, and how to deal with the situation when any animal ventures near the work sites, safety measures to avoid damage/disturbance to wild animal as well as to staff and workers

• No labour camps shall be provided in Weir/ Intake well sites or anywhere nears the forests; labour camps shall be at least 2 km away from the boundary of forest land.

• Provide green dust screen around the sites of 6 m height

• No high noise generating works shall be conducted

• No earthwork shall be conducted during rains; no works of pumping main shall be conducted during rains;

• Works shall be conducted only during day light hours

• All the cut and open surfaces shall be properly consolidated and protected with surface pitching /grass turfing etc., as appropriate to avoid any surface erosion in the hill slopes

• Pumping main works shall be conducted section-wise, pipe placed, refilled, consolidated and completed on the same day; no trenches shall be kept open in the night

Table 32: Environmental Management Plan of Anticipated Impacts during Pre-Construction Field Anticipated Impact Mitigation Measures Responsible for

Implementation Monitoring of Mitigation Cost and

Source of Funds

Utilities Telephone lines, electric poles and wires, water lines within proposed

(i) Identify and include locations and operators of these utilities in the detailed

DBO Contractor in collaboration with PIU and with approval of PMU

(i) List of affected utilities and operators; (ii) Bid document to

-

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Field Anticipated Impact Mitigation Measures Responsible for Implementation

Monitoring of Mitigation Cost and Source of Funds

project area design documents to prevent unnecessary disruption of services during construction phase; and (ii) Require construction contractors to prepare a contingency plan to include actions to be taken in case of unintentional interruption of services. (iii) Require contractors to prepare spoils (waste)management plan (Appendix 15) and traffic management plan (Appendix 16)

include requirement for a contingency plan for service interruptions (example provision of water if disruption is more than 24 hours), waste management plan and traffic management plan

Construction works in forests and removal of trees and vegetation at Work sites

Removal of trees and vegetation, and erosion

Bushes and trees shall be avoided by appropriate alignment through RoW of PMGSY road passes through forest area. All workers shall be trained and made aware of working conditions in forest area; strict protocols shall be put in place so that no workers or

DBOC to follow PIU/ PMU to ensure Compliance

Project costs – general construction practice

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staff ventures into the forest land, and/or damage / disturb any tree /plant/wild animals; hunting and collection of fire wood strictly prohibited and DBO contractor shall be responsible for any such acts, and should put in place such as a system so that such acts do not occur Create awareness among workers and staff about the forest animals, and how to deal with the situation when any animal ventures near the work sites, safety measures to avoid damage/disturbance to wild animal as well as to staff and workers

No labour camps shall be provided in weir/ intake sites or anywhere near the forests; labour camps shall be at

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least 2 km away from the boundary of forest land Prior to start of any work including land clearance, demarcate the site along with forest department and provide a compound wall (3 m high) to the weir/ intake sites on all sides; controlled access (entry/exit with gates) should be provided from road side only Provide green dust screen around the sites of 6 m height No high noise generating works shall be conducted No earthwork shall be conducted during rains; no works of pumping main shall be conducted during rains; Works shall be conducted only during day light

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hours

All the cut and open surfaces shall be properly consolidated and protected with surface pitching /grass turfing etc., as appropriate to avoid any surface erosion in the forest area. Pumping main works shall be conducted section-wise, pipe placed, refilled, consolidated and completed on the same day; no trenches shall be kept open in the night

Construction work camps, stockpile areas, storage areas, and disposal areas.

Conflicts with local community; disruption to traffic flow and sensitive receptors

(i) Prioritize areas within or nearest possible vacant space in the project location; (ii) If it is deemed necessary to locate elsewhere, consider sites that will not promote instability and result in destruction of property, vegetation, irrigation, and drinking water supply systems; (iii) Do not consider

DBO Contractor to finalize locations in consultation and approval of PIU

(i) List of selected sites for construction work camps, hot mix plants, stockpile areas, storage areas, and disposal areas. (ii) Written consent of landowner/s (not lessee/s)

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residential areas; (iv) Take extreme care in selecting sites to avoid direct disposal to water body which will inconvenience the community. (v) For excess spoil disposal, ensure (a) site shall be selected preferably from barren, infertile lands. In case agricultural land needs to be selected, written consent from landowners (not lessees) will be obtained; (b) debris disposal site shall be at least 200 m away from surface water bodies; (c) no residential areas shall be located within 50 m downwind side of the site; and (d) site is minimum 250 m away from sensitive locations like settlements, ponds/lakes or other water bodies.

Sources of Materials Extraction of materials can disrupt natural land contours and vegetation resulting in

(i) Prioritize sites already permitted by the Department of Mines and Geology

DBO Contractor to prepare list of approved quarry sites and sources of

(i) List of approved quarry sites and sources of materials;

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accelerated erosion, disturbance in natural drainage patterns, ponding and water logging, and water pollution.

(ii) If other sites are necessary, inform construction contractor that it is their responsibility to verify the suitability of all material sources and to obtain the approval of PMU and (iii) If additional quarries will be required after construction is started, inform construction contractor to obtain a written approval from PIU.

materials with the approval of PIU

Construction works in Tannor & Banjar River (for weir& intake well)

Degradation of river water quality

• Select a

construction

methodology that

is least disturbing,

and appropriate

for the in-situ soil

condition, and able

to complete the

construction work

prior to onset of

monsoon

Schedule the

construction works

during low water

level period – late

winter months to pre

monsoon (February

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– June/July); ensure

that works are

completed during

the same period to

prior to onset of

monsoon;

Erect temporary

barriers to form

enclosed

construction area

with least

disturbance

Allow adequate time

settle the distributed

solids to prior to

pumping out water;

only clear/clarified

water shall be

pumped back into

the reservoir; any silt

laden water should

be pumped to a silt

pond

Avoid/minimize use of fuels, chemicals and lubricants; ensure no spillage

Consents, permits, clearances, NOCs, etc.

Failure to obtain necessary consents, permits, NOCs, etc. can result to design revisions and/or

(i) Obtain all necessary consents, permits, clearance, NOCs, etc. prior to award of civil works.

PIU and PMC Incorporated in final design and communicated to contractors.

No cost required. Cost of obtaining all consents, permits,

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stoppage of works (ii) Ensure that all necessary approvals for construction to be obtained by contractor are in place before start of construction (iii) Acknowledge in writing and provide report on compliance all obtained consents, permits, clearance, NOCs, etc. (iv) Include in detailed design drawings and documents all conditions and provisions if necessary

clearance, NOCs, etc. prior to start of civil works responsibility of PIU.

Asbestos Cement Pipes

Health risk due to exposure to asbestos materials

(i) Obtain details from PHED/NPs on location of underground AC pipes (ii) Locate the new pipe/sewer carefully to avoid encountering AC pipes (ii) Leave the AC pipes undisturbed in the ground.

DBO Contractor in coordination with PIU and PMC

(i) Detailed construction drawings showing alignment of AC pipes

No cost required. Mitigation measures are part of TOR of PIU and PMDSC

Table 33: Environmental Management Plan of Anticipated Impacts during Construction Field Anticipated

Impact Mitigation Measures Responsible

for Mitigation

Monitoring of Mitigation


EMP Irreversible impact (i) Project manager and all key workers DBO (i) Certificate of Cost of EMP

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Field Anticipated Impact

Mitigation Measures Responsible for Mitigation



Implementation Training

to the environment, workers, and community

will be required to undergo training on EMP implementation including spoils/waste management, Standard operating procedures (SOP) for construction works; occupational health and safety (OH&S), core labor laws, applicable environmental laws, etc.

Contractor Completion (Safeguards Compliance Orientation) (iii) Posting of EMP at worksites

Implementation Orientation Training to contractor is responsibility of PMU. Other costs responsibility of contractor.

Air Quality Emissions from construction vehicles, equipment, and machinery used for installation of pipelines resulting to dusts and increase in concentration of vehicle-related pollutants such as carbon monoxide, sulfur oxides, particulate matter, nitrous oxides, and hydrocarbons.

(i) Damp down exposed soil and any stockpiled material on site by water sprinkling; (ii) Use tarpaulins to cover sand and other loose material when transported by trucks; (iii) Clean wheels and undercarriage of haul trucks prior to leaving construction site (iv) Disallow access in the work area except workers to limit soil disturbance and prevent access by barricading and security personnel (v) Fit all heavy equipment, and machinery with air pollution control devices which are operating correctly; all the vehicle shall meet the emission norms and shall have valid pollution under control (PUC) certificate (Appendix 9)

DBO Contractor

(i) Location of stockpiles; (ii) Complaints from sensitive receptors; (iii) Heavy equipment and machinery with air pollution control devices; (iv) Pollution under control certificate

Cost for implementation of mitigation measures responsibility of contractor.

Surface water quality

Mobilization of settled silt materials, and chemical contamination from fuels and lubricants during installation of pipelines can contaminate

(i) All earthworks be conducted during the dry season to prevent the problem of soil run-off during monsoon season; (ii) Avoid stockpiling of earth fill especially during the monsoon season unless covered by tarpaulins or plastic sheets; (iii) Prioritize re-use of excess spoils and materials in the construction

DBO Contractor

(i) Areas for stockpiles, storage of fuels and lubricants and waste materials; (iii) Records of surface water quality inspection; (iv) Effectiveness of water management


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nearby surface water quality.

works. If spoils will be disposed, only designated disposal areas shall be used; (iv) Install temporary silt traps or sedimentation basins along the drainage leading to the water bodies; (v) Place storage areas for fuels and lubricants away from any drainage leading to water bodies; (vi) Dispose any wastes generated by construction activities in designated sites; and (vii) Conduct surface quality inspection according to the Environmental Management Plan (EMP).

measures; (v) No visible degradation to nearby drainages, nallahs or water bodies due to civil works

Pollution of Tannor & Banjar river due to weir and intake well construction

(i) Select a construction methodology that is least disturbing, and appropriate for the in-situ soil condition, and able to complete the construction work prior to onset of monsoon (ii) Schedule the construction works during low water level period – late winter months to pre monsoon (February – June/July); ensure that works are completed during the same period to prior to onset of monsoon; confirm with dam authorities on release of water; avoid scheduling the works during water release period. (iii) Erect temporary barriers to form enclosed construction area with least disturbance (iv) Allow adequate time settle the distributed solids to prior to pumping out water; only clear/clarified water shall be pumped back into the

DBO contractor

(i) No visible degradation to nearby drainages, nallahs or water bodies due to civil works (ii) water quality monitoring results


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reservoir; any silt laden water should be pumped to a silt pond (v) Avoid/minimize use of fuels, chemicals and lubricants; ensure no spillage

Noise Levels Increase in noise level due to earth-moving and excavation equipment, and the transportation of equipment, materials, and people

(i) Plan activities in consultation with PIU so that activities with the greatest potential to generate noise are conducted during periods of the day which will result in least disturbance; (ii) Horns should not be used unless it is necessary to warn other road users or animals of the vehicle’s approach; (iii) Minimize noise from construction equipment by using vehicle silencers, fitting jackhammers with noise-reducing mufflers, and use portable street barriers to minimize sound impact to surrounding sensitive receptor; and (iv) Maintain maximum sound levels not exceeding 80 decibels (dBA) when measured at a distance of 10 m or more from the vehicle/s. (v) Identify any buildings at risk from vibration damage and avoiding any use of pneumatic drills or heavy vehicles in the vicinity;

DBO Contractor

(i) Complaints from sensitive receptors; (ii) Use of silencers in noise-producing equipment and sound barriers; (iii) Equivalent day and night time noise levels


Landscape and aesthetics

Impacts due to excess excavated earth, excess construction materials, and solid waste such as removed concrete, wood, packaging materials, empty

(i) Prepare and implement a Construction Waste Management Plan (ii) Stockpiles, lubricants, fuels, and other materials should be located away from steep slopes and water bodies; (iii) Avoid stockpiling any excess spoils. Excess excavated soils should be dispose to approved designated

DBO Contractor

(i) Complaints from sensitive receptors; (ii) Worksite clear of hazardous wastes such as oil/fuel (iiv) Worksite clear of any excess excavated earth, excess construction materials,


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containers, spoils, oils, lubricants, and other similar items.

areas; (iv) Domestic solid wastes should be properly segregated in biodegradable and non-biodegradable for collection and disposal to designated solid waste disposal site; (v) Residual and hazardous wastes such as oils, fuels, and lubricants shall be disposed in disposal sites approved by local authorities; (vi) Prohibit burning of construction and domestic waste; (vii) Ensure that wastes are not haphazardly dumped within the project site and adjacent areas. (viii) Get approval of PIU in writing that the necessary environmental restoration work has been adequately performed before acceptance of work.

and solid waste such as removed concrete, wood, packaging materials, empty containers

Existing Infrastructure and Facilities

Disruption of service and damage to existing infrastructure at specified project location

(i) Obtain from PIU the list of affected utilities and operators if any; (ii) Prepare a contingency plan to include actions to be done in case of unintentional interruption of service

DBO Contractor

Existing Utilities Contingency Plan


Ecological Resources – Terrestrial

Loss of vegetation and tree cover

(i) Minimize removal of vegetation and disallow cutting of trees; (ii) If tree-removal will be required, obtain tree-cutting permit and (iii) Plant 5 native trees for every one that is removed.

DBO Contractor

PIU to report in writing the no of trees cut and planted.


Land use Environmental Issues due to land use change

The impact due to change in land use will be negligible due to this project.

Not applicable

Not applicable Not applicable

Accessibility Traffic problems and conflicts near project locations

(i) Confine work areas along the roads to the minimum possible extent; all the activities, including material &

Construction Contractor

(i) Traffic route during construction works including number of

Cost for implementation of mitigation measures

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and haul road waste/surplus soil stocking should be confined to this area. Proper barricading should be provided; avoid material/surplus soil stocking in congested areas – immediately removed from site/ or brought to the as and when required (ii) Leave spaces for access between mounds of soil; (iii) Provide walkways and metal sheets where required to maintain access across for people and vehicles; (iv) Plan transportation routes so that heavy vehicles do not use narrow local roads, except in the immediate vicinity of delivery sites; (v) Schedule transport and hauling activities during non-peak hours; (vi) Locate entry and exit points in areas where there is low potential for traffic congestion; (vii) Keep the site free from all unnecessary obstructions; (viii) Drive vehicles in a considerate manner; (ix) Coordinate with Traffic Police for temporary road diversions, where necessary, and for provision of traffic aids if transportation activities cannot be avoided during peak hours (x) Notify affected public by public information notices, providing sign boards informing nature and duration of construction works and contact numbers for concerns/complaints.

permanent signages, barricades and flagmen on worksite (Appendix 16); (ii) Complaints from sensitive receptors; (iii) Number of signages placed at project location.

responsibility of contractor.

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For works in very narrow roads (i) Inform the affected local population 1-week in advance about the work schedule (ii) Plan and execute the work in such a way that the period of disturbance/ loss of access are minimum. (iii) Provide pedestrian access in all the locations until normalcy is restored. Provide wooden/metal planks over the open trenches at each house to maintain the access.

Socio-Economic – Income.

Impede the access of residents and customers to nearby shops

(i) Leave spaces for access between mounds of soil; (ii) Provide walkways and metal sheets where required to maintain access across for people and vehicles; (iii) Increase workforce in the areas with predominantly institutions, place of worship, business establishment, hospitals, and schools; (iv) Consult businesses and institutions regarding operating hours and factoring this in work schedules; and (v) Provide sign boards for pedestrians to inform nature and duration of construction works and contact numbers for concerns/complaints. (vi) Notify community/ water users in advance about likely interruptions in water supply. (vii) Provide alternate sources of clean water until water supply is restored.

DBO Contractor

(i) Complaints from sensitive receptors; (ii) Spoils management plan (iii) Number of walkways, signages, and metal sheets placed at project location.


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Socio-Economic – Employment

Generation of temporary employment and increase in local revenue

(i) Employ at least 50% of the labour force, or to the maximum extent, local persons within the 2-km immediate area if manpower is available; (iii) Comply with labor laws

DBO Contractor

(i) Employment records; (iii) Compliance to labor laws (see Appendix 12 of this IEE)


Occupational Health and Safety

Occupational hazards which can arise during work

(i) Comply with all national, state and local core labor laws (see Appendix 12 of this IEE) (ii) Develop and implement site-specific occupational health and safety (OH&S) Plan which will include measures such as: (a) excluding public from the site; (b) ensuring all workers are provided with and use personal protective equipment like helmet, gumboot, safety belt, gloves, nose musk and ear plugs; (c) OH&S Training for all site personnel; (d) documented procedures to be followed for all site activities; and (e) documentation of work-related accidents; (ii) Ensure that qualified first-aid can be provided at all times. Equipped first-aid stations shall be easily accessible throughout the site; (iii) Provide medical insurance coverage for workers; (iv) Secure all installations from unauthorized intrusion and accident risks; (v) Provide supplies of potable drinking water; (vi) Provide clean eating areas where workers are not exposed to hazardous or noxious substances;

DBO Contractor

(i) Site-specific OH&S Plan; (ii) Equipped first-aid stations; (iii) Medical insurance coverage for workers; (iv) Number of accidents; (v) Supplies of potable drinking water; (vi) Clean eating areas where workers are not exposed to hazardous or noxious substances; (vii) record of H&S orientation trainings (viii) personal protective equipment; (ix) % of moving equipment outfitted with audible back-up alarms; (xi) permanent sign boards for hazardous areas such as energized electrical devices and lines, service rooms housing high voltage equipment, and areas for storage and


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(vii) Provide H&S orientation training to all new workers to ensure that they are apprised of the basic site rules of work at the site, personal protective protection, and preventing injuring to fellow workers; (viii) Provide visitor orientation if visitors to the site can gain access to areas where hazardous conditions or substances may be present. Ensure also that visitor/s do not enter hazard areas unescorted; (ix) Ensure the visibility of workers through their use of high visibility vests when working in or walking through heavy equipment operating areas; (x) Ensure moving equipment is outfitted with audible back-up alarms; (xi) Mark and provide sign boards for hazardous areas such as energized electrical devices and lines, service rooms housing high voltage equipment, and areas for storage and disposal. Signage shall be in accordance with international standards and be well known to, and easily understood by workers, visitors, and the general public as appropriate; and (xii) Disallow worker exposure to noise level greater than 85 dBA for a duration of more than 8 hours per day without hearing protection. The use of hearing protection shall be enforced actively. (xiii) Design and implement measures to prevent worker exposure to the

disposal. (xii) Compliance to core labor laws (see Appendix 12 of this IEE)

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Response to COVID19 Pandemic

Occupational Hazards due to COVID19 pandemic

pandemic through adequate implementation of hygiene, social distancing and use of prescribed PPE’s and in accordance with applicable government requirements and international guidelines

Asbestos Cement (AC) Materials

Health risks associated with AC pipes

(i) leave AC pipes in-situ untouched

DBO Contractor

(i) on site observations & records


Community Health and Safety.

Traffic accidents and vehicle collision with pedestrians during material and waste transportation

(i) Plan routes to avoid times of peak-pedestrian activities. (ii) Liaise with PIU/ULB in identifying high-risk areas on route cards/maps. (iii) Maintain regularly the vehicles and use of manufacturer-approved parts to minimize potentially serious accidents caused by equipment malfunction or premature failure. (iv) Provide road signs and flag persons to warn of on-going trenching activities.

DBO Contractor

(i) Traffic Management Plan; (ii) Complaints from sensitive receptors


Safety of sensitive groups (children, elders etc.) and others pedestrians in narrow streets

Trench excavation in in narrow streets will pose high risk to children and elders in the locality

(i) Provide prior information to the local people about the nature and duration of work (ii) Conduct awareness program on safety during the construction work (iii) Undertake the construction work stretch-wise; excavation, pipe laying and trench refilling should be completed on the same day (iv) Provide barricades, and deploy security personnel to ensure safe movement of people and also to prevent unnecessary entry and to avoid accidental fall into open trenches

DBO Contractor

Complaints from neighborhood and monitoring of accidents


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Work Camps and worksites

Temporary air and noise pollution from machine operation, water pollution from storage and use of fuels, oils, solvents, and lubricants Unsanitary and poor living conditions for workers

(i) Consult with PIU before locating project offices, sheds, and construction plants; (ii) Minimize removal of vegetation and disallow cutting of trees; (iii) Provide drinking water, water for other uses, and sanitation facilities for employees; (iv) Ensure conditions of livability at work camps are maintained at the highest standards possible at all times; Prohibit employees from poaching wildlife and cutting of trees for firewood; (v) Train employees in the storage and handling of materials which can potentially cause soil contamination; (vi) Recover used oil and lubricants and reuse or remove from the site; (vii) Manage solid waste according to the preference hierarchy: reuse, recycling and disposal to designated areas; (viii) Ensure unauthorized persons specially children are not allowed in any worksite at any given time.

DBO Contractor

(i) Complaints from sensitive receptors; (ii) Drinking water and sanitation facilities for employees


Social and Cultural Resources

Risk of archaeological chance finds

(i) Excavation work shall be supervised by a person with archaeological training (i) Stop work immediately to allow further investigation if any finds are suspected;

DBO Contractor

(i) mobilization of archeologist (ii) Records of chance finds


Execution of work near Joda Pat Temple

Impacts on Joda Pat temple complex (ASI Monument) during

For execution of work near ASI Joda Pat Temple Complex in Baihar town as per Final Heritage impact Assessment (HIA) Report prepared and submitted

DBO Contractor

• Execution should only be conducted in the supervision of ASI officials

Cost for implementation of mitigation measures responsibility of

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Complex in Baihar town

construction activity at site

by School of Planning and Architecture (SPA), Bhopal has suggested general principles for the mitigation of impacts are as under:

• As the lateral distance of proposed laying of RWRM from the boundary of temple complex is around 41.5 mt. away, So the execution should only be conducted in the supervision of ASI officials.

• The proposed RWRM is suggested to be laid at least 300mm below the surface level at the shoulder side of the road, if the hard or soft rock surface will be found at the base, otherwise 800 mm depth should be adopted in trench excavation for laying purpose on normal soil bed, but primarily maintaining the designed slope of pipe alignment as per suggested in the approved DPR of Baihar WSS. Also it should be supported with a well-developed PCC base of at least 25 mm thicknesses.

• Consecutive pipe joints of RWRM are needed to be well coated and wrapped with insulation materials/tapes to protect any possible leakage due to water pressure inside the pipe.

• Manual digging of earth is suggested for excavation purposes to protect against any structural vibration to the heritage site for laying of the RWRM. Rock blasting is not advisable.

• Updated drawings should be available for reference at the site.

• Quality control measures should be maintained at all stages of the project.

• Increased public awareness and understanding of the heritage value of Baihar with DBO contractor and its working staff.

• Consecutive pipe joints of RWRM are needed to be well coated and wrapped with insulation materials/tapes to protect any possible leakage due to water pressure inside the pipe.

• Manual digging of earth is suggested for excavation purposes to protect against any structural vibration to the heritage site.

• Rock blasting is not advisable.

• Possibility of air

contractor.

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• Even though CWRM is not a part of proposed Baihar WSS, but the critical joints with multiple connections in the existing CWRM needed to be encased in an RCC chamber along with a pressure control valve wherever distribution connections are provided along the main approach road, as the existing CWRM is around 25 m away from boundary of the Joda-Pat Temple Complex and hence any failure of joints may create trouble for temple structure.

• Similarly distribution system is not a part of proposed scheme, but in case of multiple connections are provided for distribution purpose in the network within the protected area, which is hardly 2.5 to 6 mt away from the boundary of the temple complex then concerned joints are needed to be well coated and wrapped with insulation materials/ tapes to protect any possible leakage due to water pressure inside the pipe.

• As there is a possibility of air pollution due to the construction of the proposed WTP and associated sump, which is around 580 mt. far from the heritage site. Hence, it is suggested to take necessary precautions during the time of concrete casting by covering with temporary partition.

• In case of construction of sump,

pollution due to the construction of the proposed components, take necessary precautions during the time of concrete casting by covering with temporary partition.

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manual digging of earth is suggested for excavation purposes to protect against any structural vibration to the heritage site. Rock blasting is not advisable.

Submission of EMP implementation report

Unsatisfactory compliance to EMP

(i) Appointment of (I) EHS Supervisor and Archeological supervisor to ensure EMP implementation (ii) Timely submission of monitoring reports including pictures

DBO contractor

Availability and competency of appointed supervisor Monthly report


Post-construction clean-up

Damage due to debris, spoils, excess construction materials

(i) Remove all spoils wreckage, rubbish, or temporary structures (such as buildings, shelters, and latrines) which are no longer required; and (ii) All excavated roads shall be reinstated to original condition. (iii) All disrupted utilities restored (iv) All affected structures rehabilitated/compensated (v) The area that previously housed the construction camp is to be checked for spills of substances such as oil, paint, etc. and these shall be cleaned up. (vi) All hardened surfaces within the construction camp area shall be ripped, all imported materials removed, and the area shall be top soiled and regrassed using the guidelines set out in the revegetation specification that forms part of this document. (vii) The contractor must arrange the cancellation of all temporary services. (viii) Request PIU to report in writing that worksites and camps have been vacated and restored to pre-project conditions before acceptance of work.

DBO Contractor

PIU/PDMC report in writing that (i) worksite is restored to original conditions; (ii) camp has been vacated and restored to pre-project conditions; (iii) all construction related structures not relevant to O&M are removed; and (iv) worksite clean-up is satisfactory.


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Table 34: Environmental Management Plan of Anticipated Impacts during Operation Field Anticipated Impact Mitigation Measures Responsible for

Mitigation Monitoring of Mitigation


Check for blockage and leakage problems reducing the water losses

Loss of water, increased demand and inconvenience to consumers & general public

Effectiveness of leak detection and water auditing to reduce the water losses

DBO Contractor Baihar and MalanjkhandNagar Parishads/

Operating costs

Water contamination – raw water contamination at source and treated water during transmission

Impacts on public health

Ensure protection of water source quality, any entry of wastewater into the dam in future should be prevented. Contamination of treated water during transmission and distribution should be prevented by quickly identifying, isolating and repairing the leak section. Develop a system of leak detection and rectification. Conduct regular monitoring of raw & treated water and ensure that water supplied at all times meets the drinking water standards (Appendix 13)

Baihar and MalanjkhandNagar Parishads DBO Contractor

- Baihar and MalanjkhandNagar Parishads

Operating costs

Discharge the impurities and other solids collected due to filtration and back wash

Pollution of streams /drains

Maintain the mechanical parts as per the maintenance plan to avoid any hazards

DBO Contractor Baihar and MalanjkhandNagar Parishads

Operating costs

Sludge generation

Land and water pollution, impacts on health & environment

Collect in an underground chamber and allow for settling and remove the solid sludge to abandoned areas


Operating costs

Increased in Water pollution, and Sanitation facilities needs to be improved at Baihar and PMU To be

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183

Field Anticipated Impact Mitigation Measures Responsible for Mitigation



sewage generation

impacts on public health and environment

community level and at the town level to suit the increased sewage generation

MalanjkhandNagar Parishads

identified by respective NPs

Generation of waste materials

Impacts on public health and environment

Collect solid wastes and dispose to approved disposal yards


Operating costs

Occupational health and safety Response to COVID19 Pandemic

Health, social and economic impacts on the workers Occupational health issues during operations

Provide appropriate PPE and training on its proper use and maintenance. Use fall protection equipment when working at heights. Maintain work areas to minimize slipping and tripping hazards. Implement a training program for operators who work with chlorine regarding safe handling practices and emergency response procedures. Prepare escape plans from areas where there might be a chlorine emission. Install safety showers and eye wash stations near the chlorine equipment and other areas where hazardous chemicals are stored or used. Prohibit eating, smoking, and drinking except in designated areas. Implement measures and SOP’s to prevent worker exposure to the pandemic through adequate implementation of hygiene, social distancing and use of prescribed PPE’s and in accordance with applicable government requirements and international guidelines


Operating costs

Table 35: Environmental Monitoring Plan of Anticipated Impacts during Construction Monitoring field Monitoring

location Monitoring parameters Frequency Responsibility Cost & Source of Funds

Construction All work sites Implementation of dust control, Weekly during Supervising staff No costs required

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disturbances, nuisances, public & worker safety,

noise control, traffic management, & safety measures. Site inspection checklist to review implementation is appended at Appendix 17

construction and safeguards specialists

Ambient air quality 5 locations (WTP site, two worksites each in Baihar and Malanjkhand)

• PM10, PM2.5 NO2, SO2, CO

Once before start of construction Quarterly (yearly 4-times) during construction (2 year period considered)

DBO Contractor Cost for implementation of monitoring measures responsibility of contractor (45 samples x 5000 per sample = 225,000)

Ambient noise 5 locations (WTP site, two worksites each in Baihar and Malanjkhand)

• Day time and night time noise levels

Once before start of construction Quarterly (yearly 4-times) during construction (2 year period considered)


Surface water quality

2location (near intake well construction site)

• pH, Oil & grease, Cl, F, NO3, TC, FC, Hardness, Turbidity BOD, COD, DO, Total Alkalinity

Once before start of construction monthly during construction (12 months period considered)


Community Health and Safety Impact

Affected community areas

• The indicators can be number of minor and major accidents, fatalities, involving community, damages to buildings, infrastructure etc.,

Monthly Contractor Contractor Costs

Table 36: Environmental Monitoring Plan of Anticipated Impacts during Operation Monitoring field Monitoring

location Monitoring parameters Frequency Responsibility Cost & Source

of Funds

Source water quality Near intake point in Tannor & Banjar River

pH, Cl, F, NO3, TC, FC, Hardness, Turbidity BOD, COD, DO, Total Alkalinity heavy metals & pesticides

Yearly twice (pre & post

DBO Contractor / ULB

O&M costs

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185

Monitoring field Monitoring location

Monitoring parameters Frequency Responsibility Cost & Source of Funds

monsoon)

Monitoring of quality of water supplied to consumers

Consumer end- random sampling in all zones

pH, Nitrite, Nitrate, Turbidity BOD, Total Alkalinity, Total coliform and Fecal coliform

Monthly once

DBO Contractor / ULB

O&M costs

Sludge quality and suitability as manure

WTP Analysis for concentration of heavy metals and confirm that value are within the following limits (all units are in mg/kg dry basis except pH)

• Arsenic - 10.00

• Cadmium - 5.00

• Chromium - 50.00

• Copper - 300.00

• Lead - 100.00

• Mercury - 0.15

• Nickel - 50.00

• Zinc - 1000.00

• PH - 5.5-8.5

Yearly once DBO Contractor / ULB

O&M costs

Community Health and Safety Impact

Affected community areas

The indicators can be number of minor and major accidents, fatalities, involving community, damages to buildings, infrastructure etc.,

Monthly Contractor Contractor costs

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9.3 EMP Compliance Responsibilities

170. PMU Responsibilities. PO (Environment) will be supported by PMC, which will be staffed with an Environmental Specialist, and Environmental Coordinators. Key tasks and responsibilities of the PO (Environment) for this sub project include the following:

Bidding stage:

(i) Prior to invitation of bids for civil works contract, ensure that

a. permission of Water Resources Department (WRD), GoMP for water abstraction from Banjar river; and construction of Weir and Intake well for for Malanjkhand town.

b. Permission of Water Resources Department (WRD), GoMP for water abstraction from Tannor River for Baihar town. Subsequently, permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for construction of weir, Intake well and laying of RWRM within the Buffer Zone of Kanha National Park/ Tiger Reserve. An application through the online system of MoEF&CC has to be submitted

c. For, pipe laying of RWRM of length 1485 m (outside the Buffer zone) along the RoW of the PMGSY road an NoC is required from PMGSY department. Subsequently permission has to be obtained from the Forest Department for the change in use of the land. An application through the online system of MoEF&CC has to be submitted.

d. permission of ASI for raw water pipe laying within jurisdiction of Joda Pat temple in Baihar town;

e. Consent for establishment (CFE) is obtained from MPPCB for WTP construction (In both towns- Baihar & Malanjkhand)

f. Tree cutting permission is required from ULB, Malanjkhand for WTP construction.

(ii) Ensure that EMP is included in bidding documents and civil works contracts (iii) Ensure that the bid/contract documents include specific provisions requiring contractors

to comply with all applicable labor laws and core labor standards including:

a. Labour welfare measures and provision of amenities b. prohibition of child labor as defined in national legislation for construction and

maintenance activities; c. equal pay for equal work of equal value regardless of gender, ethnicity, or caste; d. elimination of forced labor; e. the requirement to disseminate information on sexually transmitted diseases,

including HIV/AIDS, to employees and local communities surrounding the project sites.

(iv) Ensure that staff required for implementation of EMP (EHS officer for Baihar & Malanjkhand and Archaeological Expert for Baihar town) is included in the bid requirements

(v) Ensure that EMP cost is included in the project cost (vi) In the pre-bid meeting, provide insight into the EARF requirements, IEE update, EMP

measures, and overall compliance requirements to the bidders Construction stage:

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(i) Facilitate and ensure that all necessary environmental clearances/permissions, including that of contractor’s are in place prior to start of construction

(ii) Organize an induction course for the training of contractors, preparing them on EMP implementation, environmental monitoring, and on taking immediate action to remedy unexpected adverse impacts or ineffective mitigation measures found during the course of implementation.

(iii) provide oversight on environmental management aspects of subprojects and ensure EMPs are implemented by PIU and contractors

(iv) Supervise and provide guidance to the PIUs to properly carry out the environmental monitoring as per the EMP

(v) Oversee grievance redress mechanism to address any grievances brought about in a timely manner; ensure that records are properly maintained

(vi) Consolidate monthly environmental monitoring reports from PIU and submit semi-annual monitoring reports to ADB

(vii) Oversee site closures to ensure that all work / facility sites are restored properly prior to issuing work completion certificate to the contractor Operation stage:

(i) Ensure and consent for operation (CFO) is obtained from MPPCB for WTP prior to start

of operation 171. PIU Responsibilities. PIU will be headed by a Project Manager and supported by PMC. An Assistant Project Manager of PIU will be given additional responsibilities of safeguard tasks and will be designated as Assistant Environmental Officer (ASO). ASO will be supported by PMC Environmental Specialist and Environmental Engineer. Key tasks and responsibilities of the ASO for this subproject include the following: (i) Provide necessary support to PIU and Nagar Parishads in obtaining permission from

WRD and MPPCB; liaison with PMU and regulatory agencies (ii) Oversee day-to-day implementation of EMPs by contractors, including compliance with all

government rules and regulations, take necessary action for obtaining rights of way (iii) Oversee environmental monitoring by contractors (iv) Take corrective actions when necessary to ensure no environmental impacts (v) Submit monthly environmental monitoring reports to PMU (vi) Conduct continuous public consultation and awareness (vii) Address any grievances brought about through the grievance redress mechanism in a

timely manner as per the EMP 172. Contractor’s responsibilities.

Bidding stage: (i) Understand the EMP requirements and allocate necessary resources (budget, staff, etc.,) (ii) Understand the regulatory compliance requirements related to labour welfare, safety,

environment etc.,

Design stage: (i) Review the IEE Report including the REA checklist, category and the EMP, and conduct

site visits to understand the environmental sensitivity of the project sites.

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(ii) Update the REA checklist, confirm the category, and update/revise the IEE Report of the project reflecting the changes /amendments /additions that are effected in the project during the detailed design

(iii) Update / revise and finalize the EMP (iv) Provide all necessary technical assistance to PIU / ULB in obtaining regulatory

clearances/approvals. (v) Ensure that all design-related measures of the EMP, and conditions, if any, of government

regulatory agencies (like MPPCB consent conditions) are duly included in the final designs.

Construction stage:

(i) Ensure that all regulatory clearances (both project related and contractor related) are in place before start of the construction work.

(ii) Mobilize EHS officer and Archaeological supervisor prior to start of work (iii) Confirm with PIU availability of rights of way at all project sites prior to start of work. (iv) Prepare and submit:

a. Construction waste management (CWM) plan b. Traffic management (TM) plan

(v) Implement the mitigation measures as per the EMP including CWM & TM Plans (vi) Follow the EMP measures/guidelines for establishment of temporary construction camps,

construction waste disposal sites, and material borrow areas, etc., (vii) Implement EMP and ensure compliance with all the mitigation and enhancement

measures (viii) Conduct environmental monitoring (air, noise, water etc.,) as per the EMP (ix) Undertake immediate action as suggested by PIU / PMU / PMC to remedy unexpected

adverse impacts or ineffective mitigation measures found during the course of implementation

(x) Submit monthly compliance reports on EMP implementation (xi) Act promptly on public complaints and grievances related to construction work and redress

in a timely manner in coordination with PIU (xii) Comply with applicable government rules and regulations

Operation stage: (i) Obtain CFO from MPPCB in coordination with the ULB, and comply with MPPCB conditions,

if any, during the operation phase (ii) Implement the operation phase EMP including the monitoring plan (iii) Submit quarterly EMP implementation report

9.4 Training Needs 173. The following Table 37 presents the outline of capacity building program to ensure EMP implementation. The estimated cost is Rs.26,24,500 (excluding trainings of contractors which will be part of EMP implementation cost during construction) to be covered by the project’s capacity building program. The detailed cost and specific modules will be customized for the available skill set after assessing the capabilities of the target participants and the requirements of the project by the ES ofPMC.

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Table 37: Outline Capacity Building Program on EMP Implementation Description Target Participants&

Venue Estimate (INR)


1. Introduction and Sensitization to Environmental Issues (1 day) - ADB Safeguards Policy Statement - Government of India and Madhya Pradesh applicable safeguard laws, regulations and policies including but not limited to core labor standards, OH&S, etc. - Incorporation of EMP into the project design and contracts - Monitoring, reporting and corrective action planning

All staff and consultants involved in the project At PMU, Bhopal (combined program for all subprojects)

- Included in the overall program cost

2. EMP implementation (1/2 day) - EMP mitigation & monitoring measures -Roles and responsibilities - Public relations, - Consultations - Grievance redress - Monitoring and corrective action planning - Reporting and disclosure - Construction site standard operating procedures (SOP) -- Chance find (archeological) protocol - AC pipe protocol - Traffic management plan - Waste management plan - Site clean-up & restoration

All PIU staff, contractor staff and consultants involved in the Baihar and Malanjkhand subproject At PIU

INR 100,000 (Lump sum)

Included in subproject cost estimates

3. Contractors Orientation to Workers (1/2 day) - Environment, health and safety in project construction

Once before start of work, and thereafter regular briefing every month once. Daily briefing on safety prior to start of work All workers (including unskilled laborers)

-

Contractors cost

9.5 Monitoring and Reporting

174. Immediately after mobilization and prior to commencement of the works, the contractor will submit a compliance report to PIU that all identified pre-construction mitigation measures as detailed in the EMP are undertaken. Contractor should confirm that the staff for EMP implementation (EHS & Archeological supervisors) is mobilized. PMU with the assistance of the PDMC will review the report and permit commencement of works. 175. During construction, results from internal monitoring by the contractor will be reflected in their monthly EMP implementation reports to the PIU. ASO will review and advise contractors for corrective actions if necessary. Quarterly report summarizing compliance and corrective measures taken will be PMC field team at PIU and submitted to PMU (Appendix 18). During operation, the contractor will conduct management and monitoring actions as per the operation stage EMP, and submit to PMU and ULB a quarterly report on EMP implementation and compliance.

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176. Based on monthly & quarterly reports and measurements, PMU will draft, review, and submit to ADB, 6-monthly semi-annual Environmental Monitoring Report (EMR).Once concurrence from the ADB is received the report will be disclosed in the MPUDC and PMU websites. 177. ADB will review project performance against the MPUSIP commitments as agreed in the legal documents. The extent of ADB’s monitoring and supervision activities will be commensurate with the project’s risks and impacts. Monitoring and supervising of social and environmental safeguards will be integrated into the project performance management system

9.6 EMP Implementation Cost

178. Most of the mitigation measures require the contractors to adopt good site practice, which should be part of their normal procedures already, so there are unlikely to be major costs associated with compliance. The costs which are specific to EMP implementation and are not covered elsewhere in the projects are given below.

Table 38: Cost Estimates to Implement the EMP Particulars Stages Unit Total

Number

Rate (INR)

Cost (INR)

Costs Covered By

A. Implementation staff

1 Environmental Specialist

Design & pre construction

Per month

0.5 150,000

75,000 DBO Contract

1 EHS Supervisor Construction per month

24 50,000 1,200,000 DBO contract

2 Archaeological Supervisor for Baihar town

Construction per month

12 30,000 360,000 DBO contract

Subtotal (A) 1,635,000

B. Mitigation Measures

1 Consent for establishments & consent for operation from MPPCB

Pre-construction

Lump sum

100,000 Project costs

2 Provision for tree cutting & compensatory plantation measures

Construction Per tree 100 1,000 100,000 DBO contract

3 Traffic management at work sites (Pavement Markings, Channelizing Devices, Arrow Panels and Warning Lights)

Construction Lump sum

- - 200,000 DBO contract

4 Heritage Management Plan Cost (additional measures as presented in the Heritage Impact Assessment Report)

Construction Lump sum

6,00,000 PMU Cost

Subtotal (B) 10,00,000

C. Monitoring Measures

1 Air quality monitoring Construction per 45 5,000 225,000 DBO

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Particulars Stages Unit Total Number

Rate (INR)

Cost (INR)

Costs Covered By

sample contract

2 Noise levels monitoring Construction Per sample

45 1,500 67,500 DBO contract

3 Surface water monitoring

Construction Per sample

13 4,000 52,000 DBO contract

4 Source water quality, water quality at consumer end, sludge quality

Operation Lump sum / year

- - 70,000 DBO Contract

Subtotal (C) 414,500

D. Capacity Building

1. Training on EMP implementation

Pre-construction

lump sum

100,000 PMU

2 Preparation of plans and protocols (traffic management plan, waste (spoils) management plan etc., chance find protocal

Pre-construction

Lump sum

50,000 DBO contract

5. Contractors Orientation to Workers on EMP implementation

Prior to dispatch to worksite

Lump sum

25,000 DBO contract

Subtotal (D) 175,000

Total (A+B+C+D) INR 3,224,500

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X. CONCLUSION AND RECOMMENDATIONS

179. The process described in this document has assessed the environmental impacts of all elements of the Baihar and Malanjkhand water supply improvement subproject. All potential impacts were identified in relation to pre-construction, construction, and operation phases. Planning principles and design considerations have been reviewed and incorporated into the site planning and design process wherever possible; thus, environmental impacts as being due to the project design or location were not significant.

180. There are two important location and design aspects in Baihar town. First, Baihar is having an Archaeological features .i.e. Joda Pat temple listed in the Archaeological Survey of India, heritage site within the municipal area where the project is being implemented; and second, design water supply with Tannor River as water source, which is flows along the boundary of Eco-sensitive zone of Kanha National Park (KNP)/ Kanha Tiger Reserve. . Baihar subproject town is located about 9-10 km from the Kanha National Park (KNP)/ Kanha Tiger reserve. Proposed weir and intake well are lies within the Eco-sensitive zone/ Buffer zone of Kanha National Park; and both the component is located 6 km away from the boundary of Kanha National Park (boundary of core zone). However, there will not be ecological loss during the construction work. Tannor River is under control of Water Resources Department, GoMP. Hence, permission of water abstraction has to be obtained from WRD. Subsequently, Permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for construction of weir, Intake well within the Buffer Zone of Kanha National Park/ Tiger Reserve. An application through the online system of MoEF&CC has to be submitted. Construction work can only be conducted with prior permission of concerned departments. Aquatic life in the river is limited to local specifies of fishes, and aquatic plants. There are no notable sensitive features. The local species was noticed viz. major carps, minor carps, Manjori, Padan and Rohuan etc. 181. Raw water pipeline of length 4774 will be laid underground from the proposed intake well to WTP site along an existing PMGSY road & PWD road. Some of the pipe length will be laid in Buffer zone of Kanha National Park, Adjacent forest area (outside the Buffer zone) and ASI jurisdiction. The pipes will not cross any private land throughout the alignment. In between Intake to WTP, RWRM of 184 m lies within Buffer zone, 1485 m will be passes through Jatta Reserved forest (Adjacent to the Buffer zone) and 593 m will be passes through ASI jurisdiction. As discussed weir and intake well located within the Buffer zone of KNP, about 184 m length of RWRM also lies within the Buffer zone. Hence, Permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for laying of RWRM along with permission for construction of weir, Intake well and within the Buffer Zone of Kanha National Park/ Tiger Reserve. An application through the online system of MoEF&CC has to be submitted. RWRM alignment of approx. length of 1485 m in between Intake well to proposed WTP will be passes through Jatta reserved forest (Adjacent to the Buffer zone). Pipes will be laid within the RoW of PMGSY road through Jatta RF; no forestland is acquired and no ecological loss during pipe laying. For, pipe laying of RWRM of length 1485 m (outside the Buffer zone) along the RoW of the PMGSY road an NoC is required from PMGSY department. Subsequently permission has to be obtained from the Forest Department for the change in use of the land. An application through the online system of MoEF&CC has to be submitted. 182. Baihar town has ASI protected temple i.e. Joda Pat temple. As mentioned above, out of total RWRM length (~4774 m) approx. length of 593 m will be laid in ASI jurisdiction on PWD road. Out of which, length of 191 m will be laid in prohibited zone (between 0- 100) and approx.

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length of 402 m will be laid in regulated zone (between 100-300m) from the outer boundary of monuments; pipe laying can only be conducted with prior permission of NMA. There is no components- Weir/ Intake well/ WTP/CWS lies inside the 300 m from outer boundary of protected ASI temple (i.e. Joda Pat temple). The distance of proposed weir, intake well and WTP from the outer boundary of Temple is 2866 m, 2805 m and 615 m respectively. Although none of the components in Baihar town are located within the protected ASI temple, and all the components are proposed on vacant government land. Given the minimal excavation (0.4 m wide and 0.7 m deep), there will be no risk to any structure. Nevertheless, the works will be implemented only after due permission of ASI and also the construction methodology will be discussed with the ASI. For chance finds, works will be observed by a person with archeological background. Proposed WTP of 2.10 MLD and clear water sump of 70 KL capacity are proposed in ward no. 8, Baihar (On Baihar to malajhkhand road) beside existing WTP; and the WTP location is on a vacant government land within the town. The WTP Site is adjacent to the Boundary of Jatta Reserved forest. The proposed WTP does not come under forest area. WTP having distance of 782 m from boundary of Buffer zone of KNP and 6.03 km from core zone of KNP. 183. Malanjkhand subproject town is located about 10-11 km from the Kanha National Park (KNP)/ Kanha Tiger reserve. None of the components are located within the Eco-sensitive zone/ Buffer zone of KNP. The distances of proposed components from boundary of ESZ and core zone of KNP are mentioned in the Table- 8. Construction of weir and intake well at Banjar River near Chhindi tola. Proposed weir will be constructed across Banjar River. Aquatic life of this river has a local species such as ROHU, KATLA, MANGOORI and MIRGAL an there is no endangered found at the proposed intake location. There is no harm/impact to aquatic life to weir construction. Proposed raw water rising mains (RWRM) will be laid underground from the proposed intake well to WTP site along an existing PMGSY road. WTP location is on a vacant government land about 920 m from the intake site. None of the components however located on any forestland. Rest of the components – water treatment plant, Overhead tanks (OHTs), distribution lines, connections etc., will be located within the urban areas. All the locations of the GSR (01 no’s) and OHTs (07 no’s) are government-owned barren land with no notable tree cover. At the WTP site only, approx. 10- 12 no’s of small guava trees will be cut before the construction started. Urban local body agreed to cut the trees before the start of construction. The raw water transmission pipes, connecting proposed intake well and WTP, and clear water transmission pipes, from WTP to distribution reservoirs will be fully within the towns. While there is no natural habitat left within the town areas, the areas near river weir/intakes are intact though most of the lands there too converted into agricultural use. 184. During the construction phase, impacts mainly arise from the construction dust and noise, the need to dispose of large quantities of waste soil and import a similar amount of sand to support the pipe in the trenches; and from the disturbance of residents, businesses, traffic and important buildings by the construction work. The social impacts (access disruptions) due to construction activities are unavoidable, as the residential and commercial establishments exist along the roads where pipes will be laid. Avoidance of work at important tourist place during the peak tourist season is suggested. As weir and the intake well works are conducted in Tannor and

Banjar River, there is a risk of water contamination. Appropriate measures are suggested. 185. Anticipated impacts of water supply during operation and maintenance will be related to detection and repair of leaks, pipe bursts. These are, however, likely to be minimal, as proper design and selection of good quality pipe material shall mean that leaks are minimal. Leak repair work will be similar to the pipe-laying work. Application and handling of chlorine gas will involve certain risks, and appropriate measures are suggested for safe application. The DBO

194

Contractor will implement the operation stage EMP. 186. The public participation processes undertaken during project design ensured stakeholders are engaged during the preparation of the IEE. The planned information disclosure measures and process for carrying out consultation with affected people will facilitate their participation during project implementation. 187. The project’s grievance redressal mechanism will provide the citizens with a platform for redressal of their grievances, and describes the informal and formal channels, time frame, and mechanisms for resolving complaints about environmental performance. 188. The EMP will assist the PMU, PIU, PDMC and DBO contractor in mitigating the environmental impacts, and guide them in the environmentally sound execution of the proposed project. 189. A copy of the EMP/approved SEP shall be kept on-site during the construction period at all times. The EMP shall be made binding on all contractors operating on the site, and will be included in the contractual clauses. Non-compliance with, or any deviation from, the conditions set out in this document shall constitute a failure in compliance. 190. The project will benefit the general public by contributing to the long-term improvement of water supply and sewerage systems and community livability in Baihar and Malanjkhand. The potential adverse environmental impacts are mainly related to the construction period, which can be minimized by the mitigating measures and environmentally sound engineering and construction practices. 191. Therefore, as per ADB SPS, the project is classified as environmental category B and does not require further environmental impact assessment. However, to conform to government guidelines projects require (i) permission of WRD, GoMP for water abstraction from Banjar River; and construction of weir and intake well and (ii) permission of Water Resources Department (WRD), GoMP for water abstraction from Tannor river; Subsequently, permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for construction of weir, Intake well and laying of RWRM within the Buffer Zone of Kanha National Park/ Tiger Reserve. (iii) Raw water pipe laying in Baihar town (outside the Buffer zone) along the RoW of the PMGSY road a NoC is required from PMGSY department. Subsequently permission has to be obtained from the Forest Department for the change in use of the land. An application through the online system of MoEF&CC has to be submitted. (iv) permission of ASI for raw water pipe laying within jurisdiction of Joda Pat temple in Baihar town;( v) WTP requires Consent for Establishment (CFE) and Consent for Operation (CFO) from Madhya Pradesh Pollution Control Board; (vi) tree cutting permission is required from ULB, Malanjkhand for WTP construction. These permissions/approvals shall be obtained prior to invitation of bids.

192. This IEE shall be updated during the detailed design stage by the DBO contractor to reflect any changes, amendments and will be reviewed and approved by PMU. The revised final IEE will be submitted to ADB for review and web disclosure.

195 Appendix

Appendix 1: REA Check list for Baihar town Instructions: ❑ This checklist is to be prepared to support the environmental classification of a project. It is to be

attached to the environmental categorization form that is to be prepared and submitted to the Chief Compliance Officer of the Regional and Sustainable Development Department.

❑ This checklist is to be completed with the assistance of an Environment Specialist in a Regional Department.

❑ This checklist focuses on environmental issues and concerns. To ensure that social dimensions are adequately considered, refer also to ADB checklists and handbooks on (i) involuntary resettlement, (ii) indigenous peoples planning, (iii) poverty reduction, (iv) participation, and (v) gender and development.

❑ Answer the questions assuming the “without mitigation” case. The purpose is to identify potential impacts. Use the “remarks” section to discuss any anticipated mitigation measures.

Country/Project Title: Sector Division:

SCREENING QUESTIONS Yes No REMARKS

Water Supply

A. Project Siting Is the project area…

▪ Densely populated? Subproject activities extend to the entire town including the densely populated areas. There are no major negative impacts envisaged, because pipeline will be located in unused government lands alongside the existing roads and can be constructed without causing disturbance to, houses, and commercial establishments. In narrow streets, disruption to road users is likely, and measure like best activity scheduling, alternative routes, prior information to road users, houses and shops will minimize the impact to acceptable levels.

▪ Heavy with development activities?

-

▪ Adjacent to or within any environmentally sensitive areas?

Proposed Weir & Intake well will be constructed across the Tannor River (around 150m upstream side from bridge), proposed weir and intake well are lies within the Eco-sensitive zone/ Buffer zone of Kanha National Park; and both the component is located 6 km away from the boundary of Kanha National Park (boundary of core zone). Also, other than weir and intake well, about 184 m length of RWRM also lies within the Buffer zone. However, there will not be ecological loss during the construction work. Tannor River is under control of Water Resources Department, GoMP. Hence, permission of water abstraction has to be obtained from WRD. Subsequently, Permission has to be obtained from chief wildlife warden/ State Wildlife Board/ National Board of Wildlife for construction of weir, Intake well within the Buffer zone of Kanha National Park/ Tiger Reserve. An application through the online system of MoEF&CC has to be submitted. Construction work can only be conducted with prior permission of concerned departments. As proposed RWRM of Total length of 4774 m from intake well to WTP, Out of which approx. length of 1485 m in between Intake well to proposed WTP will be passes through Jatta reserved forest (Adjacent to the Buffer zone). Pipes will be laid within the RoW of PMGSY road through Jatta RF; no forestland is acquired and no ecological loss during construction work. For, pipe laying of RWRM of length 1485 m (outside the Buffer zone) along the RoW

India / Madhya Pradesh Urban Services Improvement Program –Baihar Water Supply Subproject

Urban Development

196


of the PMGSY road an NoC is required from PMGSY department. Subsequently permission has to be obtained from the Forest Department for the change in use of the land. An application through the online system of MoEF&CC has to be submitted.

• Cultural heritage site

Joda Pat Temple: Baihar town has Joda Pat Temple which is listed in the Archaeological Survey of India (ASI) with coordinate location of latitude 22° 6'20.56" N and Longitude 80°33'24.63" E. This Siva Temple located by the side of an ancient tank, consists of a sanctum and plain mandapa on a jagati (platform). The main entrance door is plain and devoid of any decoration. The lintel has a design of stencil creeper. The jagati consists of plain mouldings while the jangha is decorated with vertical lotus pattern interlaced with ghatapallava design in the center. Temple No. 2 is located by the side of the ancient tank, facing temple No.1. It stands on a platform and consists of mandapa and sanctum with a sikhara surmounted by a huge amalaka. It also has plain doorway at the main entrance. The temple is built of ashlar stone masonry and is dated to circa twelfth century A.D

Raw water rising mains (RWRM) approx. total length 593 m will be laid in ASI jurisdiction. Out of which, length of 191 m will be laid in prohibited zone (between 0- 100) and approx. length of 402 m will be laid in regulated zone (between 100-300m) from the outer boundary of monuments; pipe laying can only be conducted with prior permission of NMA.

• Protected Area

• Wetland

• Mangrove

• Estuarine

• Buffer zone of protected area

• Special area for protecting biodiversity

• Bay

197

B. Potential Environmental Impacts

Will the Project cause…

• Pollution of raw water supply from upstream wastewater discharge from communities, industries, agriculture, and soil erosion runoff?

There are no significant water pollution sources in the catchment. Raw water quality is tested and found that it is suitable for domestic use

• Impairment of historical/cultural monuments/areas and loss/damage to these sites?

-

• Hazard of land subsidence caused by excessive ground water pumping?

Not applicable; subproject does not involve groundwater abstraction

• Social conflicts arising from displacement of communities?

Project does not involve land acquisition /displacement. No social conflicts envisaged

• Conflicts in abstraction of raw water for water supply with other beneficial water uses for surface and ground waters?

No; the water will be abstracted only with due permission of government and allocation of water from Tannor River for water supply of Baihar town. Drinking water is priority as per the MP water policy. Moreover, water abstraction is just about 3% of gross storage.

• Unsatisfactory raw water supply (e.g. excessive pathogens or mineral constituents)?

Raw water quality is tested and found that it is suitable for domestic use. Bacteriological contamination is noticed, and water will be subjected for treatment prior to supply

• Delivery of unsafe water to distribution system?

Water will be treated and disinfected prior to supply

• Inadequate protection of intake works or wells, leading to pollution of water supply?

Water is abstracted from Tannor River. There are no major polluting sources in the catchment.

• Over pumping of ground water, leading to salinization and ground subsidence?

-

• Excessive algal growth in storage reservoir?

Regular cleaning of storage tanks will be conducted during operation

• Increase in production of sewage beyond capabilities of community facilities?

No Sewerage scheme is proposed for project towns; therefore, water supply rate is taken as 70 LPCD.

• Inadequate disposal of sludge from water treatment plants?

Appropriate provisions for sludge drying and disposal is included in the project

• Inadequate buffer zone around pumping and treatment plants to alleviate noise and other possible nuisances and protect facilities?

-

• Impairments associated with transmission lines and access roads?

-

• Health hazards arising from inadequate design of facilities for receiving, storing, and handling of chlorine and other hazardous chemicals.

Measures for safe handling of chlorine are included

• Health and safety hazards to Measures for safe handling of chlorine are included

198

workers from the management of chlorine used for disinfection and other contaminants?

• Dislocation or involuntary resettlement of people

There is no resettlement of people for project implementation.

• Social conflicts between construction workers from other areas and community workers?

The contractor will be utilizing the local labour force as far as possible; in case if it is unavoidable, labour camps and facilities will be provided appropriately. No conflicts envisaged

• Noise and dust from construction activities?

All the construction machineries employed will comply with noise emission standards of Central Pollution Control Board.

Dust suppression measures such as water sprinkling will be employed

• Increased road traffic due to interference of construction activities?

Excavation and laying pipelines along public roads will interfere with the traffic. Construction material transport will increase traffic within city.

Proper traffic management and construction planning will be ensured to minimize the interference

• Continuing soil erosion/silt runoff from construction operations?

Construction work during monsoon shall be carried out with due care so that silt run off due to construction operation is prevented. No construction will be allowed during rains.

• Delivery of unsafe water due to poor O&M treatment processes (especially mud accumulations in filters) and inadequate chlorination due to lack of adequate monitoring of chlorine residuals in distribution systems?

No; appropriate O&M will conducted

• Delivery of water to distribution system, which is corrosive due to inadequate attention to feeding of corrective chemicals?

Not envisaged

• Accidental leakage of chlorine gas?


• Excessive abstraction of water affecting downstream water users?

Water abstraction will be limited to the allocated quantity for Baihar

• Competing uses of water? Water abstraction will be limited to the allocated quantity for Baihar

• Increased sewage flow due to increased water supply

Sewerage system is also being planned for project towns under the MPUSIP

• Increased volume of sullage (wastewater from cooking and washing) and sludge from wastewater treatment plant


199

Climate Change and Disaster Risk Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks.

Yes No Remarks

Is the Project area subject to hazards such as earthquakes, floods, landslides, tropical cyclone winds, storm surges, tsunami or volcanic eruptions and climate changes?

√ Semi-arid zone, unreliable rainfall, less vegetation cover. Promote more efficient use of water by reducing losses and wastage to counter increased demands due to higher temperatures.

Could changes in temperature, precipitation, or extreme events patterns over the Project lifespan affect technical or financial sustainability (e.g., changes in rainfall patterns disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)?

√ Reduction in rainfall may affect the water availability from dam. Given the priority for drinking water supply, dead storage will be utilized in case of low rain fall years

Are there any demographic or socio-economic aspects of the Project area that are already vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)?

√ No

Could the Project potentially increase the climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?

√ No

200

Appendix 2: REA Check list for Malanjkhand WSS Instructions: ❑ This checklist is to be prepared to support the environmental classification of a project. It is to be

attached to the environmental categorization form that is to be prepared and submitted to the Chief Compliance Officer of the Regional and Sustainable Development Department.

❑ This checklist is to be completed with the assistance of an Environment Specialist in a Regional Department.

❑ This checklist focuses on environmental issues and concerns. To ensure that social dimensions are adequately considered, refer also to ADB checklists and handbooks on (i) involuntary resettlement, (ii) indigenous peoples planning, (iii) poverty reduction, (iv) participation, and (v) gender and development.

❑ Answer the questions assuming the “without mitigation” case. The purpose is to identify potential impacts. Use the “remarks” section to discuss any anticipated mitigation measures.

Country/Project Title: Sector Division:


Water Supply

A. Project Siting Is the project area

▪ Densely populated? Subproject activities extend to the entire town including the densely populated areas. There are no major negative impacts envisaged, because pipeline will be located in unused government lands alongside the existing roads and can be constructed without causing disturbance to, houses, and commercial establishments. In narrow streets, disruption to road users is likely, and measure like best activity scheduling, alternative routes, prior information to road users, houses and shops will minimize the impact to acceptable levels.

▪ Heavy with development activities?

-

▪ Adjacent to or within any environmentally sensitive areas?

-

• Cultural heritage site -

• Protected Area

• Wetland

• Mangrove

• Estuarine

• Buffer zone of protected area

• Special area for protecting biodiversity

• Bay

India / Madhya Pradesh Urban Services Improvement Program – Malanjkhand Water Supply Subproject

Urban Development

201

B. Potential Environmental Impacts

Will the Project cause…

• Pollution of raw water supply from upstream wastewater discharge from communities, industries, agriculture, and soil erosion runoff?

There are no significant water pollution sources in the catchment. Raw water quality is tested and found that it is suitable for domestic use

• Impairment of historical/cultural monuments/areas and loss/damage to these sites?

-

• Hazard of land subsidence caused by excessive ground water pumping?

Not applicable; subproject does not involve groundwater abstraction

• Social conflicts arising from displacement of communities?

Project does not involve land acquisition /displacement. No social conflicts envisaged

• Conflicts in abstraction of raw water for water supply with other beneficial water uses for surface and ground waters?

No; the water will be abstracted only with due permission of government and allocation of water from Banjar river for water supply of Malanjkhand town. Drinking water is priority as per the MP water policy. Moreover, water abstraction is just about 3% of gross storage.

• Unsatisfactory raw water supply (e.g. excessive pathogens or mineral constituents)?

Raw water quality is tested and found that it is suitable for domestic use. Bacteriological contamination is noticed, and water will be subjected for treatment prior to supply

• Delivery of unsafe water to distribution system?

Water will be treated and disinfected prior to supply

• Inadequate protection of intake works or wells, leading to pollution of water supply?

Water is abstracted from Banjar River. There are no major polluting sources in the catchment.

• Over pumping of ground water, leading to salinization and ground subsidence?

-

• Excessive algal growth in storage reservoir?

Regular cleaning of storage tanks will be conducted during operation

• Increase in production of sewage beyond capabilities of community facilities?

No Sewerage scheme is proposed for project towns; therefore water supply rate is taken as 70 LPCD.

• Inadequate disposal of sludge from water treatment plants?

Appropriate provisions for sludge drying and disposal is included in the project

• Inadequate buffer zone around pumping and treatment plants to alleviate noise and other possible nuisances and protect facilities?

-

• Impairments associated with transmission lines and access roads?

-

• Health hazards arising from inadequate design of facilities for receiving, storing, and handling of chlorine and other hazardous chemicals.


• Health and safety hazards to Measures for safe handling of chlorine are included

202

workers from the management of chlorine used for disinfection and other contaminants?

• Dislocation or involuntary resettlement of people

There is no resettlement of people for project implementation.

• Social conflicts between construction workers from other areas and community workers?

The contractor will be utilizing the local labour force as far as possible; in case if it is unavoidable,labour camps and facilities will be provided appropriately. No conflicts envisaged

• Noise and dust from construction activities?

All the construction machineries employed will comply with noise emission standards of Central Pollution Control Board.

Dust suppression measures such as water sprinkling will be employed

• Increased road traffic due to interference of construction activities?

Excavation and laying pipelines along public roads will interfere with the traffic. Construction material transport will increase traffic within city.

Proper traffic management and construction planning will be ensured to minimize the interference

• Continuing soil erosion/silt runoff from construction operations?

Construction work during monsoon shall be carried out with due care so that silt run off due to construction operation is prevented. No construction will be allowed during rains.

• Delivery of unsafe water due to poor O&M treatment processes (especially mud accumulations in filters) and inadequate chlorination due to lack of adequate monitoring of chlorine residuals in distribution systems?

No; appropriate O&M will conducted

• Delivery of water to distribution system, which is corrosive due to inadequate attention to feeding of corrective chemicals?

Not envisaged

• Accidental leakage of chlorine gas?


• Excessive abstraction of water affecting downstream water users?

Water abstraction will be limited to the allocated quantity for Malanjkhand

• Competing uses of water? Water abstraction will be limited to the allocated quantity for Malanjkhand

• Increased sewage flow due to increased water supply


• Increased volume of sullage (wastewater from cooking and washing) and sludge from wastewater treatment plant


203

Climate Change and Disaster Risk Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks.

Yes No Remarks

Is the Project area subject to hazards such as earthquakes, floods, landslides, tropical cyclone winds, storm surges, tsunami or volcanic eruptions and climate changes?

√ Semi-arid zone, unreliable rainfall, less vegetation cover. Promote more efficient use of water by reducing losses and wastage to counter increased demands due to higher temperatures.

Could changes in temperature, precipitation, or extreme events patterns over the Project lifespan affect technical or financial sustainability (e.g., changes in rainfall patterns disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)?

√ Reduction in rainfall may affect the water availability from dam. Given the priority for drinking water supply, dead storage will be utilized in case of low rain fall years

Are there any demographic or socio-economic aspects of the Project area that are already vulnerable (e.g., high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)?

√ No

Could the Project potentially increase the climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?

√ No

204

Appendix 3: Water Allocation by WSFC for Baihar & Malanjkhand town

207

Appendix 4: Water test report of surface source Tannor River for Baihar WSS

208

Appendix 5: Water test report of surface source Banjar River for Malanjkhand WSS

209

Appendix 6: Summary of consultation held at Baihar town

Date Location No. of

Participants Participants Topics Discussed Issues raised

18 June 2019

Meeting hall of ULB, Baihar

Total 4, Male=4 Female=0

Chief Municipal Officer of Nagar Parishad Officials of ULB

• Status of existing drinking water supply system;

• Need for improvements to present system;

• Relevant information of the upcoming project and benefits of the project.

• Ensuring no income loss

• Briefing on project objectives probable implementation procedures

• Present drinking water supply source and its condition

• Potential positive and negative impacts due to project implementation

• Land use and area to be covered under the project

•

• The prime concern and apprehension of the CMO was regarding the project was whether it will be a financial burden on the Nagar Parishad.

• Operation and maintenance of the facilities developed under the project and community participation;

• The CMO told that the area has insufficient and inadequate drinking water resource. The area has insufficient and inadequate drinking water supply. Water from tubewells is presently supplied to the area/community. The area faces severe water crisis during the summer season when the ground water level drops.

• The area has insufficient and inadequate drinking water resource. Water supply to the area is done through two tube wells that supplies water to the community people. The area faces severe water crisis during the summer season when the ground water level drops.

• The CMO welcomed the project and expressed need for it. However, they were apprehensive that their economic condition of poor people would prevent them from paying water user charges.

210

18 June 2019

Ward No 8, near WTP, Baihar

Total=13 Male=2 Female=11

Community Members

• Existing water supply status

• Component of proposed water supply component

• Social impact of project during construction work

• Social and community impact during operation work

• Impact on health by proposed project

• Willing to take new Water connection

• Present water supply quantity is not sufficient in town. Some ward don’t get the municipal water supply

• Water quality in Baihar is also not good indicating treatment efficiency of present WTP is not good.

• The community complained about the poor water supply in the town.

• People promise support the upcoming water supply project as it will be beneficial to the community in all aspects.

• Some people also show their grievance about the delay of the project.

• People are ready to take new water connection in place of old one

• People were agreeing to pay proposed water tariff.

01 May 2018

Office of the ULB, Baihar

Total =6 (M=2, F=04)

Chairperson of Municipal Council and elected Representatives of the Council





• Consultant representatives visited Baihar Nagar

• The Nagar Parishads do not have capacity or resource to be party in sharing the loan repayment.

• The Chairman of the ULB expressed need for the project and willingness to take it up

• The prime concern & apprehensions of ULB Chairman has regarding the project – whether it will be a financial burden to the Nagar Parishads.

• The prime concern and apprehension of the ULB Chairman regarding the project was whether it will be a financial burden on the Nagar Parishad.

• Operation and maintenance of the facilities developed under the project

211

Parishad for explaining concept report and site visit for finalization of source and land availability details for preparation of Detailed Project Report of Water Supply Scheme

and community participation; • Possibility of exempting the poor and

vulnerable from user charge payment.

• None of the people knew about the proposed project. On learning about the project, they expressed that they were happy that the entire community would be benefited from the upgraded water supply.

02 May 2018

Ward No 2, Baihar

Total 11 Male 9 F=2

Community Members






• Relevant information of the upcoming project and benefits of the project.


• Proposed subproject

• The area has insufficient and inadequate drinking water resource. Water supply to the area is done through two tube wells that supplies water to the community people. The area faces severe water crisis during the summer season when the ground water level drops.

• All the households are ready to take new water connection.

• People were agreeing to pay proposed water tariff and demanded to subsidized rate also

• The community complained about the poor water supply in the town.

• During discussion, people complained about poor water supply in town. Some people even don’t have water supply connection in their home.

• The community willingly accepted the project but with the apprehension regarding the water tariff after new water supply scheme.. The community members expressed that their economic situation would

212

components. prevent them from paying water user charges. None of the people knew about the proposed project. On learning about the project, they expressed that they were happy that the entire community would be benefited from the upgraded water supply.

02 May 2018

Market Area, Ward No 9, Baihar

Total=16 M=15 F=3

Shopkeepers and Community Members

• Existing water supply system,

• About coming project,

• Impact of upcoming water supply project.

• Need for improvements to present system;

• Potential positive and negative impacts project implementation;

• Local community’s response to the project

• During discussion, people complained about poor water supply in town. Some people even don’t have water supply connection in their home.

• Some people also worry about water tariff after new water supply scheme.

• Some people also requested for providing job during construction work.

• Overall, people express their gratitude for upcoming water supply project and promise to support the project.

02 May 2018

Market Area, Ward No 10, Baihar

Total=18 M=18

Shopkeepers and Community Members




• Land use and area to

• The area has insufficient and inadequate drinking water supply. Water from

• tube wells is presently supplied to the • Area/community. The area faces

severe water crisis during the summer season when the groundwater level drops.

• The community welcomed the project and expressed need for it. However, they were apprehensive that their economic condition would prevent

213

be covered under the project

• Consultant explained them regarding the concept report and site visit for finalization of source and land availability of Land for the Proposed Project Sub Component

them from paying water user charges. • Community members showed their

willingness to take water connections but demanded relaxation in user charges.

• People were briefed about the complaint redress mechanism

214

Stakeholder Consultation Photographs and List of Participants- Baihar town

1. Meeting With ULB Staff Nagar Parishad Baihar

215

2. Meeting With Local community ward 10 Nagar ParishadBaihar

216

3. Meeting With Elected Representatives at Nagar Parishad Baihar

217

4. Meeting With Local community ward -2 Nagar ParishadBaihar

218

5. Meeting With shopkeeper at market area ward 9,Nagar Parishad Baihar

219

6. Meeting With shopkeeper at market area ward 10 Nagar Parishad Baihar

220

7. Meeting with Local community ward 8 Nagar Parishad Baihar

221

Appendix 7: Summary of Stakeholder Consultation atMalanjkhand town

Date Location No. of Participants

Participants Topics Discussed Issues raised

01 April

2018

Parishad

meeting

Hall, Nagar

Parishad

Malanjkhand

Total=30

M=14 F=16

Elected representatives, Chairperson of ULB, Chief Municipal

Officer, Engineers,

officials of revenue

department

• Briefing on project

objectives probable

implementation

procedures

• Present drinking water

supply source and its

condition

• Potential positive and

negative impacts due to

project implementation

• Land use and area to be

covered under the

project

• Consultant

representatives visited

Malajkhand Nagar

Parishad for explaining

concept report and site

visit for finalization of

source and land

availability details for

preparation of Detailed

Project Report of Water

Supply Scheme

• The Nagar Parishads do not have capacity or resource to be party in sharing the loan repayment.

• The prime concern & apprehensions of ULB Chairman has regarding the project – whether it will be a financial burden to the Nagar Parishads.

• The prime concern and apprehension of the ULB Chairman regarding the project was whether it will be a financial burden on the Nagar Parishad.

• Operation and maintenance of the facilities developed under the project and community participation;

• Revenue department representative given assurance of early land transfer to ULB.

05

October

2017

Ward no. 1,

Malanjkhand

Total= 45

M=15

F=30

Community People • Status of existing

drinking water supply

system;

• Need for improvements

to present system;

• Relevant information of

• The area has insufficient and inadequate drinking water resource. Water supply to the area is done through two tube wells that supplies water to the community people. The area

222

the upcoming project

and benefits of the

project.





faces severe water crisis during the summer season when the ground water level drops.

• The community willingly accepted the project. The community members expressed that their economic situation would prevent them from paying water user charges. (The men work as daily labourers and the women as housewives).

26 June

2016

Ward no. 4,

Malanjkhand

Total -21

(Female- 12

Male - 9)

Residents welfare

Association,

VyapariSangh

(Trader s

Association)

• Project effective for

Malajkhand community

people

• Community participation

in project implementation

• Completion of project on

time.

• VyapariSangh cooperate

when laying done in

congested whole sale

market

• Assured full support during implementation.

• During excavation, dust and traffic management assurance given to the VyapariSangh.

•

06 June

2016

Ward 15,

Malanjkhand

M=10

F=6

Total=16

Slum dwellers • Briefing on project

objectives probable

implementation

procedures




• Experiences sharing on - livelihood activities,

Resettlement and

Rehabilitation, women

• None of the people knew about the proposed project. On learning about the project, they expressed that they were happy that the entire community would be benefited from the upgraded water supply.

• Slum dwellers showed willingness to take water connections but demanded relaxation in user charges.

223

empowerment, tribal

development, health,

education, convergence

with existing government

social security schemes

etc.

• Grievance Redress

procedures

• People were briefed about the complaint redress mechanism.

224

Stakeholder Consultation Photographs and List of Participants- Malanjkhand town

228

Appendix 8: National Ambient Air Quality Standards SL NO:

Pollutants Time weighted average

Concentration in ambient air Method of measurement

Industrial, Residential, Rural & Other Areas

Ecologically Sensitive Areas

1 Sulphur Dioxide (SO2) µg/m3

Annual 24 hours

50 80

20 80

Improved West and Geake-Ultraviolet fluorescence

2 Nitrogen Dioxide (NO2) µg/m3

Annual 24 hours

40 80

30 80

Modified Jacob &Hochheiser (Na-Arsenite) Chemiluminescence

3 Particulate Matter (Size less than 10 µm) or PM10 µg/m3

Annual 24 hours

60 100

60 100

Gravimetric -TOEM -Beta attenuation

4 Particulate Matter (Size less than 2.5 µm) or PM2.5 µg/m3

Annual 24 hours

40 60

40 60

Gravimetric -TOEM -Beta attenuation

5 Carbon Monoxide (CO) mg/m3

8 hours 1 hours

02 04

02 04

Non Dispersive Infra Red (NDIR) Spectroscopy

229

Appendix 9: Vehicle Exhaust Emission Norms 1. Passenger Cars

Norms CO( g/km) HC+ NOx(g/km) 1991Norms 14.3-27.1 2.0(Only HC) 1996 Norms 8.68-12.40 3.00-4.36 1998Norms 4.34-6.20 1.50-2.18 India stage 2000 norms 2.72 0.97 Bharat stage-II 2.2 0.5 Bharat Stage-III 2.3 0.35 (combined) Bharat Stage-IV 1.0 0.18 (combined) 2. Heavy Diesel Vehicles

Norms CO( g/kmhr) HC (g/kmhr) NOx (g/kmhr) PM(g/kmhr) 1991Norms 14 3.5 18 - 1996 Norms 11.2 2.4 14.4 - India stage 2000 norms 4.5 1.1 8.0 0.36 Bharat stage-II 4.0 1.1 7.0 0.15 Bharat Stage-III 2.1 1.6 5.0 0.10 Bharat Stage-IV 1.5 0.96 3.5 0.02 Source: Central Pollution Control Board CO = Carbon Monixide; g/kmhr = grams per kilometer-hour; HC = Hydrocarbons; NOx = oxides of nitrogen; PM = Particulates Matter

Appendix 10: National Ambient Air Quality Standards in Respect of Noise Area code Category of area/zone Limit in dB (A)

Day time Night time

A Industrial area 75 70 B Commercial area 65 55 C Residential area 55 45

D Silence zone 50 40

230

Appendix 11: Extract From Construction & Demolition Management Rules, 2016

236

Appendix 12: Salient Features of Major Labor Laws Applicable to Establishments Engaged in Construction of Civil Works

(i) Workmen Compensation Act, 1923 - The Act provides for compensation in case of injury by accident arising out of and during the course of employment. (ii) Payment of Gratuity Act, 1972 - Gratuity is payable to an employee under the Act on satisfaction of certain conditions on separation if an employee has completed 5 years’ service or more or on death at the rate of 15 days wages for every completed year of service. The Act is applicable to all establishments employing 10 or more employees. (iii) Employees’ PF and Miscellaneous Provisions Act, 1952 - The Act provides for monthly contributions by the employer plus workers @10 % or 8.33 %. The benefits payable under the Act are: (a) Pension or family pension on retirement or death as the case may be; (b) deposit linked insurance on the death in harness of the worker; (c) payment of PF accumulation on retirement/death etc. (iv) Maternity Benefit Act, 1951 - The Act provides for leave and some other benefits to women employees in case of confinement or miscarriage etc. (v) Contract Labour (Regulation and Abolition) Act, 1970 - The Act provides for certain welfare measures to be provided by the Contractor to contract labor and in case the Contractor fails to provide, the same are required to be provided by the Principal Employer by Law. The principal employer is required to take Certificate of Registration and the Contractor is required to take a License from the designated Officer. The Act is applicable to the establishments or Contractor of principal employer if they employ 20 or more contract labor. (vi) Minimum Wages Act, 1948 - The employer is supposed to pay not less than the Minimum Wages fixed by appropriate Government as per provisions of the Act if the employment is a scheduled employment. Construction of Buildings, Roads, Runways are scheduled employment. (vii) Payment of Wages Act, 1936 - It lays down as to by what date the wages are to be paid, when it will be paid and what deductions can be made from the wages of the workers. (viii) Equal Remuneration Act, 1979 - The Act provides for payment of equal wages for work of equal nature to Male and Female workers and not for making discrimination against Female employees in the matters of transfers, training and promotions etc. (ix) Payment of Bonus Act, 1965 - The Act is applicable to all establishments employing 20 or more workmen. The Act provides for payments of annual bonus subject to a minimum of 8.33 % of wages and maximum of 20 % of wages to employees drawing Rs. 3,500/- per month or less. The bonus to be paid to employees getting Rs. 2,500/- per month or above up to Rs.3,500/- per month shall be worked out by taking wages as Rs.2,500/- per month only. The Act does not apply to certain establishments. The newly set up establishments are exempted for five years in certain circumstances. Some of the State Governments have reduced the employment size from 20 to 10 for the purpose of applicability of the Act. (x) Industrial Disputes Act, 1947 - The Act lays down the machinery and procedure for resolution of industrial disputes, in what situations a strike or lock-out becomes illegal and what are the requirements for laying off or retrenching the employees or closing down the establishment. (xi) Industrial Employment (Standing Orders) Act, 1946 - It is applicable to all establishments employing 100 or more workmen (employment size reduced by some of the States and Central Government to 50). The Act provides for laying down rules governing the conditions of employment by the employer on matters provided in the Act and get the same certified by the designated Authority. (xii) Trade Unions Act, 1926 - The Act lays down the procedure for registration of trade unions of workmen and employees. The trade unions registered under the Act have been given certain immunities from civil and criminal liabilities.

237

(xiii) Child Labor (Prohibition and Regulation) Act, 1986 - The Act prohibits employment of children below 14 years of age in certain occupations and processes and provides for regulation of employment of children in all other occupations and processes. Employment of child labor is prohibited in Building and Construction Industry. (xiv) Inter-State Migrant Workmen's (Regulation of Employment and Conditions of Service) Act, 1979 - The Act is applicable to an establishment which employs 5 or more inter-state migrant workmen through an intermediary (who has recruited workmen in one state for employment in the establishment situated in another state). The inter-state migrant workmen, in an establishment to which this Act becomes applicable, are required to be provided certain facilities such as housing, medical aid, traveling expenses from home up to the establishment and back, etc (xv) The Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996 and the Cess Act of 1996 - All the establishments who carry on any building or other construction work and employ 10 or more workers are covered under this Act. All such establishments are required to pay Cess at rate not exceeding 2% of the cost of construction as may be notified by the Government. The employer of the establishment is required to provide safety measures at the building or construction work and other welfare measures, such as canteens, first-aid facilities, ambulance, housing accommodation for workers near the workplace etc. The employer to whom the Act applies has to obtain a registration certificate from the Registering Officer appointed by the Government.

238

Appendix 13: Drinking Water Standards No. Substance or

characteristic Requirement Desirable limit

Undesirable effect outside the desirable

Permissible limit in the absence of alternate Source

Remarks

Essential Characteristic 1. Colour Hazen

Units, Max 5 Above 5, consumer

acceptance decreases 25 Extended to 25 only if

toxic Substance are not suspect in absence of alternate sources

2. Odour Unobjectionable

- - a) test cold and when heated b) test are several dilutions

3. Taste Agreeable - - Test to be conducted only after safely has been established

4. Turbidity (NTU) Max

5 Above 5, consumer acceptance decreases

10 -

5. pH value 6.5 to 8.5 Beyond this range the water will after the mucous membrane and/or water supply system

No relaxation -

6. Total Hardness (mg/L) CaCO3

300 Encrustation in water supply structure and adverse effects on domestic use

600 -

7. Iron (mg/L, Fe) Max

0.3 Beyond this limit taste/appearance are affected; has adverse effects on domestic uses and water supply structure and promotes iron bacteria

1.0 -

8. Chlorides 250 (mg/L, Cl) Max

250 Beyond effects outside the desirable limit

1000 -

9. Residual free Chlorine (mg/L), Max

0.2 - - To be applicable only when water is chlorinated. Tested at customer end. When protection against viral infection is required, it should be min. 0.5 mg/L.

Desirable Characteristics 10. Dissolved solids

mg/L. Max 500 Beyond this, palatability

decreases and may cause gastrointestinal irritation.

2000 -

11. Calcium (mg/L, Ca) Max.

75 Encrustation in water supply structure and adverse effects on domestic use.

200 -

12. Magnesium (mg/L, Mg) Max

30 Encrustation in water supply structure and adverse effects on domestic use.

100 -

13. Copper (mg/L, Cu) Max

0.05 Astringent taste dis coloration and corrosion of pipes fittings and utensils will be caused beyond this.

1.5 -

239

14. Manganese (mg/L, Mn) Max

0.1 Beyond this limit taste/appearance are affected, has advers effect on domestic use and water supply structure

0.3 -

15. Sulphate (mg/L, SO4) Max.

200 Beyond this causes gastro intestinal irritation when magnesium or sodium are present

400 May be extended upto 400 provided magnesium (as Mg) does not exceed 30

16. Nitrate (mg/L, NO3) Max.

45 Beyond this methaemoglobinemia takes place.

100 -

17. Fluoride (mg/L, F) Max.

1.0 Fluoride may be kept as low as possible. High fluoride may cause fluorosis.

1.5 -

18. Phenolic Compounds (mg/L C6H5OH) Max.

0.001 Beyond this, it may cause objectionable taste and odour

0.002 -

19. Mercury (mg/L Hg) Max

0.001 Beyond this the water becomes toxic

No Relaxation. To be tested when pollution is suspected

20 Cadmium (mg/L, Cd) Max



21. Selenium (mg/L, Se) Max

0.01 Beyond this the water becomes toxic.


22. Arsenic (mg/L, As) Max.


No Relaxation To be tested when pollution is suspected

23. Cyanide 0.05 Beyond this the water becomes toxic


24. Lead (mg/L Pb) Max.



25. Zinc (mg/L, Zn) Max.

5 Beyond this limit it can cause astringent taste and an opalescence in water

15 To be tested when pollution is suspected

26. Anionic detergents (mg/L, MBAS) Max

0.2 Beyond this limit it can cause a light froth in water

1.0 To be tested when pollution is suspected

27. Chromium (mg/L, Cr6+

0.05 May be carcinogenic above this limit

- -

28. Polynuclear Aromatic Hydrocarbons (mg/l, PAH) Max

- May be carcinogenic - -

29. Mineral oil (mg/L)

0.01 Beyond this limit, undesirable taste and odour after chlorination takes place

0.03 To be tested when pollution is suspected

30. Pesticides (mg/L) max

Absent Toxic 0.001 -

Radioactive materials

31. Alpha emitters Bq/L Max

- - 0.1 -

32. Beta emitters Pci/L Max

- - 1.0 -

33. Alkalinity (mg/L,) Max

200 Beyond this limit, taste becomes unpleasant

600 -

34. Aluminum (mg/L, Al) Max

0.03 Cumulative effect is reported to cause dementia

0.2

35. Boron (mg/L) Max 1.0 - 5.0 -

240

Appendix 14: Sample Grievance Registration Form (To be available in Hindi and English) The _____________________________________Project welcomes complaints, suggestions, queries, and comments regarding project implementation. We encourage persons with grievance to provide their name and contact information to enable us to get in touch with you for clarification and feedback. Should you choose to include your personal details but want that information to remain confidential, please inform us by writing/typing *(CONFIDENTIAL)* above your name. Thank you.

Date Place of registration Project Town Project:

Contact information/personal details Name Gender * Male

* Female Age

Home address Place Phone no. E-mail Complaint/suggestion/comment/question Please provide the details (who, what, where, and how) of your grievance below: If included as attachment/note/letter, please tick here: How do you want us to reach you for feedback or update on your comment/grievance?

FOR OFFICIAL USE ONLY

Registered by: (Name of official registering grievance) Mode of communication: Note/letter E-mail Verbal/telephonic Reviewed by: (Names/positions of officials reviewing grievance) Action taken: Whether action taken disclosed:

Yes No

Means of disclosure:

241

Appendix 15: Sample Outline Spoils (construction waste) Management Plan • The Spoil Management Plan should be site specific and be part of the monthly

Construction Management Plan.

• The contractor, in consultation with the PIU, has to find out appropriate location/s for the disposal of the excess soil generated. The spoils should be deposited only at these sites.

• Further precautions need to be taken in case of the contaminated spoils

• The vehicle carrying the spoil should be covered properly.

• The spoils generating from each site should be removed on the same day or immediately after the work is complete. The site / road should be restored to the original condition.

I. Spoils information The spoil information contains the details like a) The type / material, b) Potential contamination by that type, c) Expected volume (site / component specific), d) Spoil Classification etc. II. Spoils management The Spoil Management section gives the details of a) Transportation of spoil b) disposal site details c) Precautions taken d) Volume of contaminated spoil, if present, d) Suggested reuse of disposal of the spoil III. Documentation The volume of spoil generated (site specific, date wise), site disposed, reuse / disposal details should be documented properly.

242

Appendix 16: Sample Outline Traffic Management Plan A. Principles for TMP around the Water Pipes Construction Sites 1. One of the prime objectives of this TMP is to ensure the safety of all the road users along the work zone, and to address the following issues:

(i) the safety of pedestrians, bicyclists, and motorists travelling through the construction zone;

(ii) protection of work crews from hazards associated with moving traffic; (iii) mitigation of the adverse impact on road capacity and delays to the road users; (iv) maintenance of access to adjoining properties; and (v) addressing issues that may delay the project.

B. Operating Policies for TMP 2. The following principles will help promote safe and efficient movement for all road users (motorists, bicyclists, and pedestrians, including persons with disabilities) through and around work zones while reasonably protecting workers and equipment.

(i) Make traffic safety and temporary traffic control an integral and high-priority element of project from planning through design, construction, and maintenance.

(ii) Inhibit traffic movement as little as possible. (iii) Provide clear and positive guidance to drivers, bicyclists, and pedestrians as they

approach and travel through the temporary traffic control zone. (iv) Inspect traffic control elements routinely, both day and night, and make

modifications when necessary. (v) Pay increased attention to roadside safety in the vicinity of temporary traffic

control zones. (vi) Train all persons that select, place, and maintain temporary traffic control

devices. (vii) Keep the public well informed. (viii) Make appropriate accommodation for abutting property owners, residents,

businesses, emergency services, railroads, commercial vehicles, and transit operations.

3. Figure A2 to Figure A12illustrates the operating policy for TMP for the construction of water pipes and the sewers along various types of roads. C. Analyze the impact due to street closure 4. Apart from the capacity analysis, a final decision to close a particular street and divert the traffic should involve the following steps:

(i) approval from the ULB/Public Works Department (PWD) to use the local streets as detours;

(ii) consultation with businesses, community members, traffic police, PWD, etc, regarding the mitigation measures necessary at the detours where the road is diverted during the construction;

(iii) determining of the maximum number of days allowed for road closure, and incorporation of such provisions into the contract documents;

(iv) determining if additional traffic control or temporary improvements are needed along the detour route;

243

(v) considering how access will be provided to the worksite; (vi) contacting emergency service, school officials, and transit authorities to

determine if there are impacts to their operations; and (vii) developing a notification program to the public so that the closure is not a

surprise. As part of this program, the public should be advised of alternate routes that commuters can take or will have to take as result of the traffic diversion.

5. If full road-closure of certain streets within the area is not feasible due to inadequate capacity of the detour street or public opposition, the full closure can be restricted to weekends with the construction commencing on Saturday night and ending on Monday morning prior to the morning peak period.

Figure A1: Policy Steps for the TMP

D. Public awareness and notifications 6. As per discussions in the previous sections, there will be travel delays during the constructions, as is the case with most construction projects, albeit on a reduced scale if utilities and traffic management are properly coordinated. There are additional grounds for travel delays in the area, as most of the streets lack sufficient capacity to accommodate additional traffic from diverted traffic as a result of street closures to accommodate the works. 6. The awareness campaign and the prior notification for the public will be a continuous activity which the project will carry out to compensate for the above delays and minimize public claims as result of these problems. These activities will take place sufficiently in advance of the

Review• Review construction schedule and methods

Traffic Re-Circulation

• Identify initial traffic recirculation and control policy

Traffic Diversions

• Identify routes for traffic diversions

• Analyse adverse impact & mitigation at the detours

Full Road Colsures

• Begin community consultation for consensus

• Finalise or determine alternate detours

Temporary parking

• Identify temporary parking (on and off -street )

• Discuss with CMC, owner, community for use

Police Coordination

• Coordinate with theTraffic Police to enforce traffic and diversions

Install control devices

• Install traffic control devices (traffic cones, sgns, lightings, etc)

Awareness • Conduct campaigns, publicity, and notify public about street closure

Public

Redress

• Develop a mechanism to address public grievances regarding disruptons (traffic, utilities, and diversions)

244

time when the roadblocks or traffic diversions take place at the particular streets. The reason for this is to allow sufficient time for the public and residents to understand the changes to their travel plans. The project will notify the public about the roadblocks and traffic diversion through public notices, ward level meetings and city level meeting with the elected representatives. 7. The PIU will also conduct an awareness campaign to educate the public about the following issues:

(i) traffic control devices in place at the work zones (signs, traffic cones, barriers, etc.);

(ii) defensive driving behaviour along the work zones; and (iii) reduced speeds enforced at the work zones and traffic diversions.

8. It may be necessary to conduct the awareness programs/campaigns on road safety during construction. 9. The campaign will cater to all types of target groups i.e. children, adults, and drivers. Therefore, these campaigns will be conducted in schools and community centres. In addition, the project will publish a brochure for public information. These brochures will be widely circulated around the area and will also be available at the PIU, and the contractor's site office. The text of the brochure should be concise to be effective, with a lot of graphics. It will serve the following purpose:

(i) explain why the brochure was prepared, along with a brief description of the project;

(ii) advise the public to expect the unexpected; (iii) educate the public about the various traffic control devices and safety measures

adopted at the work zones; (iv) educate the public about the safe road user behaviour to emulate at the work

zones; (v) tell the public how to stay informed or where to inquire about road safety issues

at the work zones (name, telephone, mobile number of the contact person; and (vi) indicate the office hours of relevant offices.

E. Install traffic control devices at the work zones and traffic diversion routes 10. The purpose of installing traffic control devices at the work zones is to delineate these areas to warn, inform, and direct the road users about a hazard ahead, and to protect them as well as the workers. As proper delineation is a key to achieve the above objective, it is important to install good traffic signs at the work zones. The following traffic control devices are used in work zones:

• Signs

• Pavement Markings

• Channelizing Devices

• Arrow Panels

• Warning Lights 11. Procedures for installing traffic control devices at any work zone vary, depending on road configuration, location of the work, construction activity, duration, traffic speed and volume,

245

and pedestrian traffic. Work will take place along major roads, and the minor internal roads. As such, the traffic volume and road geometry vary. The main roads carry considerable traffic; internal roads in the new city areas are wide but in old city roads very narrow and carry considerable traffic. However, regardless of where the construction takes place, all the work zones should be cordoned off, and traffic shifted away at least with traffic cones, barricades, and temporary signs (temporary “STOP” and “GO”). 12. Figure A2 to Figure A6 illustrates a typical set-up for installing traffic control devices at the work zone of the area, depending on the location of work on the road way, and road geometrics:

• Work on shoulder or parking lane

• Shoulder or parking lane closed on divided road

• Work in Travel lane

• Lane closure on road with low volume

• Street closure with detour

13. The work zone should take into consideration the space required for a buffer zone between the workers and the traffic (lateral and longitudinal) and the transition space required for delineation, as applicable. For the works, a 30 cm clearance between the traffic and the temporary STOP and GO signs should be provided. In addition, at least 60 cm is necessary to install the temporary traffic signs and cones. 14. Traffic police should regulate traffic away from the work zone and enforce the traffic diversion result from full street closure in certain areas during construction. Flagggers/ personnel should be equipped with reflective jackets at all times and have traffic control batons (preferably the LED type) for regulating the traffic during night time. 16. In addition to the delineation devices, all the construction workers should wear fluorescent safety vests and helmets in order to be visible to the motorists at all times. There should be provision for lighting beacons and illumination for night constructions.

246

Figure A2 & A3: Work on shoulder or parking lane & Shoulder or parking lane closed on divided road

247

Figure A4 & A5: Work in Travel lane & Lane closure on road with low volume

248

Figure A6: Street closure with detour

249

Appendix 17: Sample Environmental Site Inspection Report Project Name Contract Number

NAME: __________________________________ DATE: __________________________ TITLE: ___________________________________ DMA: ___________________________ LOCATION: _______________________________GROUP: ________________________ WEATHER:

Project Activity Stage

Survey Design Implementation Pre-Commissioning Guarantee Period

Monitoring Items Compliance

Compliance marked as Yes / No / Not applicable (NA) / Partially Implemented (PI)

EHS supervisor appointed by contractor and available on site

Archaeological Supervisor appointed by contractor and available on site

Construction site management plan (spoils, safety, schedule, equipment etc.,) prepared

Traffic management plan prepared

Dust is under control

Excavated soil properly placed within minimum space

Construction area is confined; no traffic/pedestrian entry observed

Surplus soil/debris/waste is disposed without delay

Construction material (sand/gravel/aggregate) brought to site as & when required only

Tarpaulins used to cover sand & other loose material when transported by vehicles

After unloading , wheels & undercarriage of vehicles cleaned prior to leaving the site

No AC pipes disturbed/removed during excavation

No chance finds encountered during excavation

Work is planned in consultation with traffic police

Work is not being conducted during heavy traffic

Work at a stretch is completed within a day (excavation, pipe laying & backfilling)

Pipe trenches are not kept open unduly

Road is not completely closed; work is conducted on edge; at least one line is kept open

Road is closed; alternative route provided & public informed, information board provided

Pedestrian access to houses is not blocked due to pipe laying

Spaces left in between trenches for access

Wooden planks/metal sheets provided across trench for pedestrian

No public/unauthorized entry observed in work site

Children safety measures (barricades, security) in place at works in residential areas

Prior public information provided about the work, schedule and disturbances

Caution/warning board provided on site

Guards with red flag provided during work at busy roads

Workers using appropriate PPE (boots, gloves, helmets, ear muffs etc)

Workers conducting or near heavy noise work is provided with ear muffs

Contractor is following standard & safe construction practices

Deep excavation is conducted with land slip/protection measures

First aid facilities are available on site and workers informed

Drinking water provided at the site

250

Toilet facility provided at the site

Separate toilet facility is provided for women workers

Workers camps are maintained cleanly

Adequate toilet & bath facilities provided

Contractor employed local workers as far as possible

Workers camp set up with the permission of PIU

Adequate housing provided

Sufficient water provided for drinking/washing/bath

No noisy work is conducted in the nights

Local people informed of noisy work

No blasting activity conducted

Pneumatic drills or other equipment creating vibration is not used near old/risky buildings

Signature _______________________________________ Sign off _______________________________ ________________________________ Name Name Position Position

251

Appendix 18: Quarterly Reporting Format for Assistant Safeguards Officer 1. Introduction

• Overall project description and objectives

• Description of sub-projects

• Environmental category of the sub-projects

• Details of site personnel and/or consultants responsible for environmental monitoring

• Overall project and sub-project progress and status

No. Sub-Project

Name

Status of Sub-Project List of Works

Progress of Works

Design Pre-Construction

Construction Operational Phase

2. Compliance status with National/ State/ Local statutory environmental requirements No. Sub-Project Name Statutory Environmental

Requirements Status of

Compliance Action Required

3. Compliance status with environmental loan covenants No. (List schedule and paragraph number of

Loan Agreement)

Covenant Status of Compliance Action Required

4. Compliance status with the environmental management and monitoring plan

• Provide the monitoring results as per the parameters outlined in the EMP. Append supporting documents where applicable, including Environmental Site Inspection Reports.

• There should be reporting on the following items which can be incorporated in the checklist of routine Environmental Site Inspection Report followed with a summary in the semi-annual report send to ADB. Visual assessment and review of relevant site documentation during routine site inspection needs to note and record the following:

o What are the dust suppression techniques followed for site and if any dust was noted to escape the site boundaries;

o If muddy water was escaping site boundaries or muddy tracks were seen on adjacent roads;

o adequacy of type of erosion and sediment control measures installed on site, condition of erosion and sediment control measures including if these were intact following heavy rain;

o Are their designated areas for concrete works, and refuelling; o Are their spill kits on site and if there are site procedure for handling

emergencies; o Is there any chemical stored on site and what is the storage condition? o Is there any dewatering activities if yes, where is the water being discharged;

252

o How are the stockpiles being managed; o How is solid and liquid waste being handled on site; o Review of the complaint management system; o Checking if there are any activities being under taken out of working hours and

how that is being managed.

253

Summary Monitoring Table Impacts (List

from IEE) Mitigation

Measures (List from IEE)

Parameters Monitored (As a minimum those identified in

the IEE should be monitored)

Method of Monitoring

Location of Monitoring

Date of Monitoring Conducted

Name of Person Who Conducted the Monitoring

Design Phase Pre-Construction Phase Construction Phase Operational Phase Overall Compliance with CEMP/ EMP

No. Sub-Project Name EMP/ CEMP Part of Contract Documents

(Y/N)

CEMP/ EMP Being Implemented (Y/N)

Status of Implementation (Excellent/ Satisfactory/ Partially Satisfactory/ Below Satisfactory)

Action Proposed and Additional Measures

Required

5. Approach and methodology for environmental monitoring of the project

• Brief description on the approach and methodology used for environmental monitoring of each sub-project

254

6. Monitoring of environmental impacts on project surroundings (ambient air, water quality and noise levels)

• Brief discussion on the basis for monitoring

• Indicate type and location of environmental parameters to be monitored

• Indicate the method of monitoring and equipment to be used

• Provide monitoring results and an analysis of results in relation to baseline data and statutory requirements As a minimum the results should be presented as per the tables below. Air Quality Results

Site No. Date of Testing Site Location Parameters (Government Standards)

PM10 µg/m3 SO2 µg/m3 NO2 µg/m3

Site No. Date of Testing Site Location Parameters (Monitoring Results)

PM10 µg/m3 SO2 µg/m3 NO2 µg/m3

Water Quality Results

Site No. Date of Sampling Site Location Parameters (Government Standards)

pH Conductivity µS/cm

BOD mg/L

TSS mg/L

TN mg/L

TP mg/L

Site No. Date of Sampling Site Location Parameters (Monitoring Results)

pH Conductivity µS/cm

BOD mg/L

TSS mg/L

TN mg/L

TP mg/L

255

Noise Quality Results

Site No. Date of Testing Site Location LAeq (dBA) (Government Standard)

Day Time Night Time

Site No. Date of Testing Site Location LAeq (dBA) (Monitoring Results)

Day Time Night Time

7. Summary of key issues and remedial actions

• Summary of follow up time-bound actions to be taken within a set timeframe. 8. Appendixes

• Photos

• Summary of consultations

• Copies of environmental clearances and permits

• Sample of environmental site inspection report

• Other

256

Appendix 19: Final Heritage Impact Assessment Report (HIA) of Archaeological Heritage Site (i.e. Joda Pat Temple Complex) of Baihar town

Heritage Impact Assessment

for Proposed Water Supply Scheme at

Submitted to

Madhya Pradesh Urban Development Company Ltd

Submitted By

Centre for Cultural Knowledge System

School of Planning and Architecture, Bhopal

An Institute of National Importance, MOE, Government

Heritage Impact Assessment


Baihar Town

Madhya Pradesh Urban Development Company Ltd

Centre for Cultural Knowledge System

School of Planning and Architecture, Bhopal

f National Importance, MOE, Government of India


Heritage Impact Assessment for Proposed Water Supply Scheme at Baihar town

1

Project Team

Principal investigator

Dr. Vishakha Kawathekar

Co – Investigators

Ar. Ramesh P. Bhole (Conservation Architect)

Mr. Gaurav Vaidya (Civil Engineer and Infrastructure Planner)

Ar. Karna Sengupta (Urban Designer)

Mr. Govind MP (Civil Engineer and Environmental Planner)

Team members

Ar. Saif Siddiqui (Heritage Manager)

Ar. Manoj Chourasia (Architect)

Report writing

Dr. Vishakha Kawathekar, Mr. Gaurav Vaidya, Ar. Manoj Chaurasia & Ar. Saif Siddiqui


2

Abbreviations

ASI Archaeological Survey of India

AMASR Ancient Monuments and Archaeological Sites and Remains

CWRM Clear Water Rising Main

CWS Clear Water Sump

GSR Ground Service Reservoir

HDPE High-Density Polyethylene

HIA Heritage Impact Assessment

MPUDC Madhya Pradesh Urban Development Company Ltd.

NMA National Monument Authority

OHT Over Head Tank

PCR Physical Cultural Resource

RCC Reinforced Concrete Cement

RWRM Raw Water Rising Main

SPAB School of Planning and Architecture, Bhopal

WHS World Heritage Site

WTP Water Treatment Plant

WSS Water Supply Scheme


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Contents

1 Introduction ……………………………………………………………………................................ 06

2 The Heritage Value…………………………………………………………................................. 10

3 Planning and legislative background……………………………………............................ 12

4 Methodology……………………………………………………………….................................... 13

5 Baseline Conditions …………………………………………………………................................ 14

6 Proposed change or development …………………………………………......................... 16

7 Heritage impact assessment ………..………………………………………........................... 19

8 Mitigation Measures..…………………….………………………………….............................. 24

9 Residue Effects................................................................................................... 25

10 Bibliography........................................................................................................ 26

11 Annexure............................................................................................................. 27


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List of Figures

Figure 1: Map showing location of Baihar in India & Madhya Pradesh 07

Figure 2: Map showing location of Ward and Ward No. in Baihar Town 09

Figure 3: Image showing the close view of Joda-Pat Twin Temples 10

Figure 4: Image showing the components of Joda-Pat Twin Temples Complex 11

Figure 5: Image showing existing Weir and Intake Well Structures 16

Figure 6: Image showing existing OHT-1 and OHT-2with their respective

capacities 17

Figure 7: Map showing the Key Plan of Baihar Water Supply Scheme for Zone I

& Zone II 18

Figure 8: Map showing the distance of RWRM and CWRM from the boundary

wall of Joda-Pat Temple Complex 20

Figure 9: Map showing the distance of RWRM, CWRM and distribution network

from the boundary wall of Joda-Pat Temple Complex 21

Figure 10: Image showing the Right of way (section view) of SH-26 and distance

of RWRM from the boundary wall of Joda-Pat Temple Complex 23

Figure 11: Image showing the adjoining existing built-ups and vegetation to the

Joda-Pat Temple Complex 23


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List of Tables

Table 1: Regional Connectivity through various transport means 07

Table 2: Decadal Population Chart& Projected Population for Baihar Town 08

Table 3: Ward Level Population Chart of Baihar Town (Census 2011) 08

Table 4: HIA assessment methodology for the proposed WSS for Baihar 13

Table 5: Table 5: List of Built Heritage Baseline Features 14

Table 6: List of Archaeological baseline features 14

Table 7: List of Historic Landscape Baseline features 15

Table 8: Assessment of Heritage Values and Importance with respect to the baseline features 15

Table 9: Existing CWRM and Distribution pipeline details from Baihar WSS Scheme 18

Table 10: Significance of Impact with mitigation on the heritage values of Baihar 25


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1. Introduction

1.1. This Heritage Impact Assessment (HIA) is conducted for the proposed water supply scheme (WSS) for the town of Baihar in the district of Balaghat, Madhya Pradesh. Baihar town has an ancient group of twin temples, called as “Joda-Pat Temple” group which is a centrally protected monument by Archaeological Survey of India (ASI) (Refer Table 8).

1.2. The area of 100m from the monument is designated as the protected area and the area of 300m from the monument is the regulated area as per standard norms of ASI.

1.3. This document has been prepared by School of Planning and Architecture, Bhopal (SPAB) for Madhya Pradesh Urban Development Company Ltd. (MPUDC), to address the potential impacts of proposed WSS for the town of Baihar on the Built Heritage, Archaeological and Historic Landscape baseline features contributing to the heritage value of Baihar.

1.4. The proposed infrastructure is located in the town of Baihar which may have an impact due to the proposed pipelines laid nearer to the temple structure. Appropriate interventions are proposed to mitigate the impact due to the project.

1.5. This assessment should be seen as complementary to the referred documents as per the attached Annexure. The HIA for WSS for the town of Baihar draws its assessment based on the information furnished by MPUDC, Archaeological Survey of India (ASI) Bhopal Circle and ASI Jabalpur Circle (recently Baihar Town became part of ASI Jabalpur Circle) and Baihar Nagar Parishad. The information on temples is referred from the ASI website and correspondence with ASI, Bhopal Circle.

1.6. The distances of the temple complex form the proposed construction is referred from the proposed layout provided by MPUDC and onsite investigations by SPAB team.

1.7. The aspects of this HIA refrain itself from judicial matters, matters of sub-judice.

1.8. Profile of Baihar

Baihar is a medium scale town located in Balaghat District of Madhya Pradesh State (Refer Fig. 1). It belongs to the Jabalpur division. It is located 67 KM towards East from the District head quarter Balaghat. Baihar town itself is a tehsil headquarter. The Baihar Nagar Parishad has population of 16,650 as per Census of India 2011 and the area of the town is spread over in 27.62 Sq Kms. The Baihar Nagar Parishad is divided into 15 wards for which elections are held every 5 years. Out of the total 15 wards, the highest population resides in Ward No. 8, while Ward No. 15 is having lowest share of population (Refer Fig. 2 and Table 3).

Heritage Impact Assessment for Proposed Water Supply Scheme at

Figure 1: Map showing location of Baihar in IndiaSource: https://thebaiga.weebly.com/who

1.9 Location & Regional Connectivity of the town

Baihar town of Balaghat district is located in the South East part of Madhya Pradesh. It lies on the Jabalpur Region near Banjar & Tannor Rivers . The citylatitude and 80° 32' E longitudes at an altitude of 567 m above mean sea level. Baihar is surrounded by Paraswada Tehsil towards west, Birsa Tehsil towards East, Bichhiya Tehsil towards North and Balaghat Tehsil towards west. The State Highway No. 26 connects the town with Balaghat city and nearby towns. The distance from Baihar to Balaghat City is 67 km and it is 428 km from the state capital Bhopal. Regional connectivity of Baihar via road with nearest prominent urban and also its accessibility information to railways and airways are as under:

Table 1: Regional Connectivity

From MandalaBalaghat

Durg

From Raipur

Jabalpur

BalaghatGondia

Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh)


: Map showing location of Baihar in India & Madhya Pradesh https://thebaiga.weebly.com/who-are-the-baiga.html

Connectivity of the town Baihar town of Balaghat district is located in the South East part of Madhya Pradesh. It lies on the Jabalpur Region near Banjar & Tannor Rivers . The city is located at 22° 6' N latitude and 80° 32' E longitudes at an altitude of 567 m above mean sea level. Baihar is surrounded by Paraswada Tehsil towards west, Birsa Tehsil towards East, Bichhiya Tehsil towards North and Balaghat Tehsil towards west.

State Highway No. 26 connects the town with Balaghat city and nearby towns. The distance from Baihar to Balaghat City is 67 km and it is 428 km from the state capital

Regional connectivity of Baihar via road with nearest prominent urban also its accessibility information to railways and airways are as under:

Regional Connectivity through various transport means

Large Towns and Cities in Vicinity Distance (in kms)

Mandala 73 Balaghat 67

173 Nearest Air Ports

Distance (in kms) 198

Jabalpur 177 Nearest Railway Junctions

Balaghat 67 Gondia 108

project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh)

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Baihar town of Balaghat district is located in the South East part of Madhya Pradesh. It is located at 22° 6' N

latitude and 80° 32' E longitudes at an altitude of 567 m above mean sea level. Baihar is surrounded by Paraswada Tehsil towards west, Birsa Tehsil towards East, Bichhiya Tehsil

State Highway No. 26 connects the town with Balaghat city and nearby towns. The distance from Baihar to Balaghat City is 67 km and it is 428 km from the state capital

Regional connectivity of Baihar via road with nearest prominent urban centres, also its accessibility information to railways and airways are as under:

through various transport means

Distance (in kms)

Distance (in kms)

project report for urban water supply improvement project of Baihar town


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1.10 Demographic Profile The Baihar Nagar Parishad has population of 16,650 of which 8,334 are males while 8,316 are females as per Census of India 2011. Population of Children with age of 0-6 is 2030 which is 12.19% of total population of Baihar (NP). The Sex Ratio is of 998 against state average of 931. Baihar Nagar Parishad has total 3,693 households under its jurisdiction area and is responsible to provide services/ basic amenities like; water and sewerage. Nagar parishad is also authorized to build roads within its limits and impose taxes on properties coming under its jurisdiction. As per census record population in last three decades i.e. 1991, 2001 and 2011 are available and are as under.

Table 2: Decadal Population Chart& Projected Population for Baihar Town

Sr. No. Census Year Total Population 1 1991 13442 2 2001 15390 3 2011 16650 4 2021 (Projected) 18370 5 2035 (Projected) 21580 (Approx. 21K)

Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh), Census of India 2011

Table 3: Ward Level Population Chart of Baihar Town (Census 2011)

Sr. No. Ward Name Ward wise Population 1 Sanjay Gandhi ward 1479 2 Dr. Rajesh Prashad Ward 1207 3 Lal Bahadur Shastri Ward 1163 4 Pt. Jawahar Lal Nehru Ward 1070 5 Dr. Ambedkar Ward 967 6 Sardar Bhagat Singh Ward 1035 7 Chandra Shekhar Ward 1309 8 Indira Gandhi Ward 1705 9 Lokmanya Tilak Ward 748 10 Mahatma Gandhi Ward 998 11 Maulana Abul Kalam Azad Ward 1192 12 Subhash Chandra Bosh Ward 1160 13 Sihar Path Ward 975 14 Maharani Laxmi Bai Ward 944 15 Rani Durgawati Ward 698

Total 16650 Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh), Census of India 2011


Figure 2: Map showing location of Ward and Ward No. in Baihar Town.Source : https://npbaihar.com/map/


: Map showing location of Ward and Ward No. in Baihar Town. ://npbaihar.com/map/

9


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2. The Heritage Value 2.1. Baihar town has an ancient group of twin temples, face each other in the east-west

direction, called as “Joda-Pat Temple” group which is a listed monument in the records of Archaeological Survey of India (ASI). The temple is built of ashlar stone masonry and is dated to twelfth century A.D. (Refer Fig. 3).

Figure 3: Image showing the close view of Joda-Pat Twin Temples Source: https://asibhopal.nic.in/gallery/balaghat_baihar_temples.html

2.2. This Siva Temple consists of a sanctum and plain mandapa on a jagati (platform). The main entrance door is plain and devoid of any decoration. The lintel has a design of stencil creeper. The jagati consists of plain mouldings while the jangha is decorated with vertical lotus pattern interlaced with ghatapallava design in the centre. Temple No. 2 is located by the side of the ancient tank, facing temple No.1. It stands on a platform and consists of mandapa and sanctum with a sikhara surmounted by a huge amalaka. It also has plain doorway at the main entrance. (Refer Fig. 4)

2.3. The temples stand on a low plinth having large stone paving on all sides. Both the temples are under distress and are supported by retaining walls and masonry piers. These supports appear to have been made by ASI many decades ago. The Shiva temple is an example of a small temple having a garbhagriha, with a small antarala. The shikhara is typical of Bhumij style with Gavaksha having sharp edges in carving , which is a typical feature of12th century temples. Few niches on the Jangha have panels of God and Godesses. Garbhagaha is a squarish chamber with pilaster columns on each corner support beams which support and shallow ceiling with floral decoration. Outer wall on the southern facade appears to be been collapsed which is now supported by retaining wall. The fragments of the south facade are probably lying in the premises.


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2.4. The smaller temple is relatively plain structure, made of ashlar masonry. The stepped shikhar is mounted by an amalaka and kalash. The lintel and the masonry above the entrance door are under distress and are supported by masonry piers made many decades ago. The third structure is a simple pavilion standing of 4 pillars supporting beams and few stone slabs forming the roof are missing (Refer Fig. 4).

Figure 4: Image showing the components of Joda-Pat Twin Temples Complex Source: Photographs taken by the SPAB Team

2.5. The boundary wall is made by ASI few decades ago, probable after the town started expanding and residences started to come in the vicinity of the temple. A large number of Architectural fragments are piled up inside the temple boundary, which comprises remains from historic structures. (Refer Fig. 4)

2.6. On the website of ASI Bhopal circle, the presence of an ancient tank near Joda-Pat temples is mentioned in the description. But during the site investigation on location, no such tank is found. On querying to ASI Jabalpur circle, the Surveyor Grade-I responded that the location and protection status of the ancient tank is unknown (Ref. Annexure 3). HERITAGE VALUES: Architectural Value; Historical value, Archaeological value, Ensemble value


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3. Planning and Legislative Background 3.1. The site proposed for the WSS is spread all over the town of Baihar.

3.2. Protection has been accorded by existing or emerging legislation and planning guidance through relevant planning legislation and development plans (Refer Annexure 4).

3.3. The property is managed by the management module of Archaeological Survey of India through its Ancient Monuments and Archaeological Sites and Remains Act (AMASR) 1958, its rules (1959 and 2011), its amendment (1992) and its validation and the amendment Act (2010).

3.4. In the absence of a site management plan that identifies the main issues affecting the protected sites, many documents are collated to ensure a holistic and coordinated understanding of the site. It provides a framework for the activities taking place in the area, which will ensure that the heritage qualities and character of the town of Baihar are protected.

3.5. The property falls in the jurisdiction of Baihar Nagar Parishad (Municipality) which is governed by Madhya Pradesh Bhumi Vikas Adhiniyam 1984, which can regulate and assist in the protection of heritage sites. The revenue official i.e. District Collector has a stake since the land belongs to the state government and is bound to cause the removal of any unauthorized construction in the Core and the Buffer areas.

3.6. The Superintending Archaeologist acts as an estate officer to remove encroachment if any in the Core Area as defined in the AMASR Act using provisions in the Public Premises (evection of unauthorized occupants) Act 1971. For any development in the area, permissions are required from the ASI and the National Monument Authority (NMA). The websites of both organizations elaborate on the processes in detail.


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4. Methodology 4.1. No cultural heritage impact assessment has been carried out for WHS the heritage

structures of Bihar. This assessment looks at the Heritage Impact Assessment and is inclusive of the heritage structures at Baihar.

Table 4: HIA assessment methodology for the proposed WSS for Baihar

S. No. Assessment activity Description

1. Built Heritage baseline Refer Table-5

2. Archaeological baseline Refer Table-6

3. Historic landscape baseline Refer Table-7

4. Heritage Impact Assessment Based on the baseline data, the impact of all

proposed activities is evaluated by the

project team. The information is tabulated

and compiled as one document.

4.2. Through design discussion and consultation, potential impacts of the proposal, design measures to avoid impacts and further mitigations need to be discussed and appropriate measures shall be taken.

4.3. Based on the above assessments and surveys, this assessment addresses values of the heritage property at Baihar (as described in Table-4 above), impact upon it and the mitigation of those impacts.


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5. Baseline Conditions 5.1. The baseline conditions including the brief description and assessment are as follows:

Built heritage, Archaeological and Historic Landscape features which are identified, concerning the proposed water supply scheme having an impact on Joda-Pat Temples and other Physical Cultural Resources (PCRs) of Baihar, if any.

Table 5: List of Built Heritage Baseline Features Sr. No. Baseline Feature Brief Description Location

1. Joda-Pat Temple no. 1 This Siva Temple consists of a Garbhagriha and plain mandapa on a jagati (platform). The main entrance door is plain and devoid of any decoration. The jagati consists of plain mouldings while the jangha is decorated with vertical lotus pattern interlaced with ghatapallava design in the centre.

22° 6'20.39"N 80°33'24.34"E

2.

Joda-Pat Temple no. 2

Temple No. 2 is facing Temple No.1. It stands on a platform and consists of mandapa and sanctum with a shikhara surmounted by a huge amalaka. It also has plain doorway at the main entrance.

22° 6'20.50"N 80°33'24.54"E

Table 6: List of Archaeological baseline features

Sr. No. Baseline Feature Brief Description Location

1.

Mandap

It has a small structure Mandap having four columns, which support beams on both sides. The roof is partially collapsed.

22° 6'20.57"N 80°33'24.68"E

2.

Architectural fragments in Temple Compound

The temples are situated inside a temple compound with architectural fragments of temple structure.

22° 6'20.46"N 80°33'24.31"E


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Table 7: List of Historic Landscape Baseline features Sr. No. Baseline Feature Brief Description Location

1. Ancient tank The location and protection status of the ancient tank could not be confirmed by ASI. Onsite survey did not find any tank in the vicinity.

Unknown

Heritage Values

Table 8: Assessment of Heritage Values and Importance with respect to the baseline features

S.no. Name Protection Status

Assessment of importance

Contribution to values

Built Heritage Baseline Features 1. Joda-Pat Temple no. 1 Protected by

ASI High Architectural,

Historical 2. Joda-Pat Temple no. 1 Protected by

ASI High Architectural,

historical Archaeological Baseline Feature

3. Mandap Protected by ASI

Low Architectural

4. Architectural fragments in Temple Compound

Protected by ASI

Low Ensemble, Archaeological

Historic Landscape Baseline Feature 5. Ancient tank unknown NA -

5.2. Architectural Value: The architectural features of the temples along with their decorations in the form of design and mouldings on the surface constitute the architectural value of the temples.

5.3. Archaeological Value: The architectural lying in the compound fragments and the paving around the temple constitute the archaeological value.

5.4. Historical value: The monument/baseline features are built in twelfth century A.D. These therefore may be stated as of Historical Value.

5.5. Ensemble value: the Temple-1, and Temple-2, and Architectural fragments in Temple Compound as monument/ baseline features in Baihar are in group. These may be stated to have ensemble value.

5.6. Historic landscape feature: As a historic landscape feature we are hence adding the architectural fragments in the temple compound with the assumption that it encompasses the ancient tank.


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6. Proposed Development 6.1. Baihar is a Nagar Parishad in the Balaghat district of Madhya Pradesh. The Nagar

Parishad was established in 1982. Water supply in Baihar is primarily dependent on sub-surface water sources. Presently water supply depends on both ground water source (Tube wells) and surface water source (Tannor River) and at present 0.50 MLD, supply is being made which accounts for a per capita water supply of 30 LPCD. The existing water supply facilities such as the weir and the intake well at Tannor River and WTP are in a dilapidated condition (Refer Fig. 5).

Existing weir at Baihar Existing Intake well at Baihar

Figure 5: Image showing existing Weir and Intake Well Structures Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh)

6.2. The demand of water supply for the year 2018, 2035 & 2050 are estimated to the

tune of 1.49 MLD, 1.72 MLD & 1.92 MLD respectively. Thus maximum of 1.92 MLD intake form the source per annum i.e. 960 ML (0.96 MCM) of drawl of water is to be ensured for the town of Baihar from main indentified source, i.e. Tannor River.

6.3. New WSS drafted for Baihar town with estimated amount of Rs. 1144.77 Lakhs; which includes proposal of a weir across the Tannor River; an intake well; raw water rising main and raw water pump to direct water from intake to Water treatment Plant (WTP); a WTP & Clear Water Sump. For key plan of Baihar WSS (Refer Fig. 7).

6.4. The Tannor River which flows north-east of the Baihar town is chosen as the water source for the proposed WSS. A 79 m long and 3.5m high weir (annicut) is proposed across the Tannor River (in series of existing one).

6.5. An intake well in RCC of 6m dia. and 9m height is proposed towards the west bank of the Tannor River near the weir.

6.6. A raw water pumping station is proposed at the intake well with 2 vertical turbine pumps (1 working & 1 standby). Discharge rate till year 2035 of both pumps will be


17

21.72 lps with pump capacity 10.5 KW and head 33.75 m, whereas the discharge rate will increase to 24.24 lps for successive 15 years (year 2050) of both pumps with pump capacity 13 KW and head 36.41 m.

6.7. A RWRM is proposed for a length of 4774 m in DI K-9 pipe of 200 mm dia. The RWRM is proposed from the intake at Tannor River to the proposed WTP along the Pradhan Mantri Gram Sadak Yojana (PMGSY) & Public Works Department (PWD) roads through Jatta Reserved forest.

6.8. A new WTP of capacity 2.10 MLD is proposed in ward no. 8 to the south east of the town beside the existing WTP. The functioning of the proposed WTP includes Coagulation & Flocculation Chamber, Rapid Gravity Filter, Chlorination Chamber, Wash Water Recovery, Sludge Drying Beds, tube settlers & miscellaneous infra like compound wall, landscaping, lighting and rest rooms etc.

6.9. A Clear water sump (CWS) of Capacity of 65.6 KL is also proposed at the new WTP.

6.10. Two Centrifugal pumps are installed at the Clear Water Pumping Station at the WTP. Discharge rate till year 2035 of both pumps will be 20.58 lps with pump capacity 16.10 KW and head 55 m, whereas the discharge rate will increase to 22.98 lps for successive 15 years (year 2050) of both pumps with pump capacity 18.5 KW and head 56 m.

6.11. There are 2nos. of existing Overhead Tanks (OHT) of 800 KL & 400 KL capacity respectively in Zone-I & Zone -2. Both the OHTs are in a structurally good condition and are incorporated in the proposed WSS. Some areas will be directly served by the existing operational bore wells (Refer Fig. 6).

Existing OHT-1: 800 KL

Existing OHT-2: 400 KL Figure 6: Image showing existing OHT-1 and OHT-2with their respective capacities Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh)


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6.12. The existing clear water rising main (CWRM) of 4860m is used in the proposed scheme and no new proposal on CWRM in the Baihar WSS. 2000m length out of 4860m; which is the CI pipe material has been laid for 15 years and it is in good condition. Whereas remaining 2860 m of pipe length (DI K-9) are laid under Mukhya Mantri Shehri Jal Praday Yojna (MMSJPY) and work has already completed by year 2019. For dimensional details of CWRM (Refer Table 9).

6.13. The distribution pipeline network of total length of 48774m is laid under MMSJPY in 2019 and hence no new proposal has been given on the same in proposed scheme.

Table 9: Existing CWRM and Distribution pipeline details from Baihar WSS Scheme

Type of Pipes Diameter (mm) Length (m) Pipe Material Total Length

Clear Water Rising Mains

250 2000 CI pipes 4860 m

200 2860 DI K-9 pipes

Distribution Network

90- 200 48774 HDPE PN-10 pipes 48774 m

Source: Draft IEER Report for Baihar WSS 2019

Figure 7: Map showing the Key Plan of Baihar Water Supply Scheme for Zone I & II Source: Detailed project report for urban water supply improvement project of Baihar town district Balaghat (Madhya Pradesh)


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7. Heritage Impact Assessment 7.1. Given that the heritage value of the town of Baihar, including the various built

heritage, archaeological, architectural and historic landscape features, comprises the sum of its component heritage features and attributes. The assessment of individual impact is valid for the purposes of this assessment; however consideration must be given to impact upon the Joda-Pat Temple of Baihar town. The following potential impacts on the baseline features of Baihar have been identified. They are confined to the footprint of the proposed development.

Impact of Location 7.2. The proposed intake structure on water source is about 4.7 km away via road

(approx. 3km via Aerial distance) from boundary wall of the temple complex and hence it has a neutral impact on the Joda-Pat Temple and associated PCRs.

7.3. In case of RWRM, Contour differences are not much in the archaeological influence area of Joda-pat Temple complex to range of influence area considered for laying of proposed water pipeline. Total length of RWRM will be proposed to be laid for approx. 593 m in the ASI jurisdiction. Out of which, length of 191 m will be laid in prohibited zone (between 0- 100) and approx. length of 402 m will be laid in regulated zone (between 100-300m) and laterally it is around 41.5 m away from the outer boundary of monuments. So, direct impact of this construction may considered as high in order on temple structure and pipe laying can only be conducted in supervision of ASI officials (Refer Fig. 8 and Annexure 1 & 2).

7.4. A WTP of 2.10 MLD and Clear water sump of 70 KL capacity are proposed in ward no. 8, Baihar (on Baihar to malajhkhand road) beside existing WTP, Total area required is 1.5 ha on Khasra No. 465/2; site is owned by Revenue department, Govt. of MP. This construction is about 580 mt. away (areal distance) from the boundary of Joda-pat Temple complex and direct impact of this construction is considered as neutral in nature on temple structure with respect to impact of location.

7.5. The existing CWRM is around 25 m away from boundary of the Joda-Pat Temple complex and hence any failure of joints may create trouble for temple structure so operation of existing CRWM need proper care and regular monitoring and the expected impact is of low in order (Refer Fig. 8).

7.6. There is no new OHT is proposed in this project, hence no impact due to any OHT. Nearest existing OHT-2 of 800KL is located around 1.5 km far from temple complex and it is also having neutral impact in order (Refer Annexure 1).

7.7. The existing distribution network is around 3 m to 6.5 m away (on front and rear roads respectively) from boundary of the Jod-Pat Temple complex and hence any failure of joints may create trouble for temple structure so operation of existing distribution lines need proper care and regular monitoring and the expected impact is moderate in order (Refer Fig. 9).


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Figure 8: Map showing the distance of RWRM and CWRM from the boundary wall of Joda-Pat Temple Complex

Source: Site Investigation by SPA Bhopal Team


21

Figure 9: Map showing the distance of RWRM, CWRM and distribution network from the boundary wall of Joda-Pat Temple Complex



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Impact of Activity Impact of Design and Material

7.8. DI-K9 High Density Polyethylene (HDPE) Pipes are used for the RWRM. Hence, it has a neutral impact on the heritage value with respect to its design and material.

7.9. Proposed WTP and its sump well will be constructed with an RCC-based frame with water resistant cement, above and below the ground respectively. Hence, it has a neutral impact on the heritage value with respect to its design and material.

Impact of Construction Activity at site 7.10. Due to considerable long distance of the proposed intake structure from temple

complex, the impact of construction is neutral in nature.

7.11. In case of RWRM, a stretch of pipe network will be laid on abutting main road, 41.5 mt. away from the boundary of temple complex and hence impact of construction will be in nature of moderate to high during laying process of RWRM pipe network (Refer Fig. 10).

7.12. The proposed WTP will be constructed about 580 mt. away (areal distance) from the boundary of Joda-pat Temple complex and direct impact of this construction is considered as low in order on temple structure. Rock blasting for ground excavation and uncovered concrete casting may be reason of trouble during construction process (Refer Annexure 1).

Visual Impact Assessment 7.13. The heights of the both temples are very less as compared to adjoining existing

built-ups and vegetation, and hence temples cannot be seen from the distant neighbourhoods (Refer Fig. 11).

7.14. A natural buffer is created by the adjoining development of residential structures around the temple, as there are no local site specific guidelines available and/or practised for the development of housing and infrastructure within the protected area (radius of 100 mt. from the temple complex). (Refer Annexure 1)

7.15. The distance of proposed WTP from temple is around 580 mt., hence have a neutral impact on the visual integrity of the Joda-Pat Temple.


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Figure 10: Image showing the Right of way (section view) of SH-26 and distance of RWRM from the boundary wall of Joda-Pat Temple Complex


Figure 11: Image showing the adjoining existing built-ups and vegetation to the Joda-Pat Temple Complex



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8. Mitigation Measures The general principles for the mitigation of impacts are as under:

8.1. As the lateral distance of proposed laying of RWRM from the boundary of temple complex is around 41.5 mt. away, So the execution should only be conducted in the supervision of ASI officials.

8.2. The proposed RWRM is suggested to be laid atleast 300mm below the surface level at the shoulder side of the road, if the hard or soft rock surface will be found at the base, otherwise 800 mm depth should be adopted in trench excavation for laying purpose on normal soil bed, but primarily maintaining the designed slope of pipe alignment as per suggested in the approved DPR of Baihar WSS. Also it should be supported with a well-developed PCC base of atleast 25 mm thicknesses.

8.3. Consecutive pipe joints of RWRM are needed to be well coated and wrapped with insulation materials/tapes to protect any possible leakage due to water pressure inside the pipe (Refer Annexure 5).

8.4. Manual digging of earth is suggested for excavation purposes to protect against any structural vibration to the heritage site for laying of the RWRM. Rock blasting is not advisable.

8.4. Even though CWRM is not a part of proposed Baihar WSS, but the critical joints with multiple connections in the existing CWRM needed to be encased in an RCC chamber along with a pressure control valve wherever distribution connections are provided along the main approach road, as the existing CWRM is around 25 m away from boundary of the Joda-Pat Temple complex and hence any failure of joints may create trouble for temple structure (Refer Annexure 6).

8.5. Similarly distribution system is not a part of proposed scheme, but in case of multiple connections are provided for distribution purpose in the network within the protected area, which is hardly 2.5 to 6 mt away from the boundary of the temple complex then concerned joints are needed to be well coated and wrapped with insulation materials/ tapes to protect any possible leakage due to water pressure inside the pipe (Refer Annexure 5 & 6).

8.6. As there is a possibility of air pollution due to the construction of the proposed WTP and associated sump, which is around 580 mt. far from the heritage site. Hence, it is suggested to take necessary precautions during the time of concrete casting by covering with temporary partition.

8.7. In case of construction of sump, manual digging of earth is suggested for excavation purposes to protect against any structural vibration to the heritage site. Rock blasting is not advisable.


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9. Residual Effect 9.1. The significance of residual impact is likely to enhance or be neutral. The latter may

be further improved if unidentified archaeological features are not encountered or if the information provided on them, enhancing knowledge of the heritage value of Baihar.

Table 10: Significance of Impact with mitigation on the heritage values of Baihar

Heritage Values of Baihar town (Refer Chapter 2)

Significance of Impact (with mitigation)

Archaeological Value Enhance Architectural Value Neutral Historical Value Neutral Religious Value Neutral

9.2. Updated drawings should be available for reference at the site.

9.3. Quality control measures should be maintained at all stages of the project.

9.4. Additional beneficial results may be derived from an increased public awareness and understanding of the heritage value of Baihar.


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10. Bibliography

1 Archaeological Survey of India, Bhopal Circle, website, https://asibhopal.nic.in/monument/balaghat_baihar_tamples.html

2 Baihar Vikas Yojana -2011, prepared by Directorate of Town & Country Planning, Bhopal, Government of Madhya Pradesh, Received from Baihar Nagar Parishad

3 Coating And Wrapping Of Underground Mild Steel Pipelines - Code Of Practice ( First Revision) IS Code- 10111 : 2008

4 Detailed Project Report for Urban Water Supply Improvement Project of Baihar Town District Balaghat, Prepared by Sidharth Technical Projects Consultant, Bhopal (M.P.)

5 Draft Initial Environmental Examination Report of MPUSIP Package-5H, 2019 6 http://www.census2011.co.in/data/town/802398-baihar-madhya-pradesh.html 7 Madhya Pradesh Tourism Corporation website,

https://www.mptourandtravels.com/balaghat/ 8 Nagar Parishad Baihar , Website https://npbaihar.com/map/ 9 Source: https://thebaiga.weebly.com/who-are-the-baiga.html


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11. Annexure Annexure 1: Location of Joda-pat Temple complex and Buffer of Protected Area with respect to the overall Baihar WSS Layout (Schematic diagram and Google image)


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Annexure 2: Location and distance of Joda-pat Temple complex from proposed RWRM network of Baihar WSS


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Annexure 3: Map provided by ASI Official from Bhopal Circle highlighted notified Protected Monument (Joda-pat Twin Temples) and boundary of Temple Complex, (Location & protection status of Ancient Tank is unknown in the vicinity of temple)


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Annexure 4: Gazette Notification (page-1) of listed Ancient Heritage Monument in Madhya Pradesh, which includes Joda-Pat Temples of Baihar Town


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Annexure 4: Gazette Notification (page-2) of listed Ancient Heritage Monument in Madhya Pradesh, which includes Joda-Pat Temples of Baihar Town


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Annexure 5: Process of wrapping, insulation and coating to Water Supply pipe as per Coating And Wrapping Of Underground Mild Steel Pipelines - Code Of Practice ( First Revision) IS Code- 10111 : 2008

The material, commonly used for coating and wrapping for underground pipelines are as under: a) Coating primer, b) Coating enamel, and c) Wrapping materials

Wrapping Material: 1. Glass fibre outer wrapping : The outer wrap shall conform to glass fibre tissue as specified in IS 14695, consist of glass fibre tissue and saturated with coal tar enamel.

2. BUTYLEN-AS50: It is a cold applied two-tape system for the leakage and corrosion prevention of pipelines with outstanding properties. A real co-extruded 3-ply plastic tape made from stabilized polyethylene carrier material with butyl rubber adhesive.

3. Water emulsion paint: All water emulsion latex paints to be used, but it must be stabilized with pigmented dispersion of water. This will generate an insoluble film-forming with high molecular-weight synthetic polymeric materials.

• There are two methods of application of coating materials, namely: a) Single Coated Double Wrap b) Double Coated Double Wrap

c) Single coated single wrap

There are three methods of application of wrapping materials, namely: a) Mill / yard wrapping b) Site wrapping c) Line wrapping

The conditions, which decide the selection of wrapping method, arc as follows:

a) Weather conditions - Under variable weather conditions the mill/ yard wrapping shall be resorted to for carrying out uninterrupted coating/ wrapping of pipes with controlled and trained labour.

b) Site conditions - Undulated ground docs not permit the line wrapping. Special surfacing of sides of trenches shall be needed for easy movement of machines and medium.

c) Size of pipeline - Small diameter pipe permits the use of line wrapping. Yard wrapping may be adopted for medium and large diameter pipes.

d) Location of site - Mill wrapping suitable and economical when the pipes are transported over small distances. When the coating and wrapping is likely to be damaged in transit due to transportation over long distances. Yard wrapping shall be preferred.


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Indicative image of wrapping, insulation and coating of Water Pipes


Annexure 6: Technical Details and process for construction ofvalve


: Technical Details and process for construction of RCC Chamber with pressure

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RCC Chamber with pressure


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Indicative image of RCC Chamber for encasing Joints of Water Pipes

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Appendix 20: Confirmation letter of ASI, Bhopal along with Site plan regarding the location of Ancient tank in Baihar town

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Appendix 21: Health and Safety Plan / Standard operating Procedure in response to Covid-19 Pandemic