APPENDIX II (See paragraph 6) FORM -1 A (only for...

Form 1A- Kamla’s Ashirwad Bharatpur

M/s Sunny Real Construction Pvt. Ltd. TEAM Institute of Science & Technology Pvt. Ltd.

Director 14 EIA Consultant

APPENDIX II

(See paragraph 6)

FORM -1 A (only for construction projects listed under item 8 of the Schedule)

CHECK LIST OF ENVIROMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach

explanatory notes with the form and submit along with proposed environmental

management plan & monitoring programme)

1. LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is not

consistent with the surroundings? (Proposed land use must conform to the approved

Master Plan / Development Plan of the area. Change of land use if any and the

statutory approval from the competent authority be submitted) Attach Maps of (i) site

location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the

site (indicating levels & contours) to appropriate scales. If not available attach only

conceptual plans.

The proposed project is coming up on the land allotted by UIT Bharatpur for Group

Housing purpose. The area is having mixed land use pattern comprising of mainly

residential and commercial establishments. There will be no change in land use, which will

not be in consistent with the existing surroundings. The proposed land use is as per approval

of UIT Bharatpur.

Please refer the following maps available as annexure.

Google Map showing surrounding features of the proposed site as Annexure- IX.

Conceptual Plan as Annexure- XXVI-1

1.2 List out all the major project requirements in terms of the land area, built up area,

water consumption, power requirement, connectivity, community facilities, parking

needs etc.

a) Name & Location:

“Kamla’s Ashirwad”

Proposed Group Housing Project

By M/s Sunny Real Construction Pvt. Ltd.

At Group Housing Plot with UIT Lease Deed No 4929,

Sector No. 3, Tehsil & District Bharatpur (Rajasthan).

b) Details of Proposed Construction

1. Total Plot Area 7546.46 Sq. m.

2. Built up Area 34916.41 Sq. m.

3. Gross Built up Area 37265.63 Sq. m.

4. Permissible Ground Coverage 35 % of plot area (2641.26 Sq. m.)

5. Utilized Ground Coverage 37.30 % of plot area (2815.04 Sq. m.)

6. Permissible FAR 2.25 +0.5 = 2.75 of plot area = 20752.76 Sq. m.

7. Utilized FAR 2.72 of plot area (20577.79 Sq. m.)

8. Permissible Height 36.58 m.




9. Road adjoining with Site 24.38m.

10. Setbacks Front 15.24 M., Rear & Side 9.14 m.

11. Achieved height 26.60 m upto Terrace Level.

34.20 m upto Machine Room

12. Proposed Green Area 21.63% of Plot Area (1632.62 Sq .m.)

[382.99 Sq. m (5.07%) at Ground Level &

1023.11 Sq. m.(16.56%) at First Floor Level]

13. Total No. of Flat 268 Flats (2 BHK=124; 3 BHK = 144)

Note: The Proponent will construct 25 E.W.S & 20 LIG flats having 2004.97 Sq. m. at Residential

Plot No. B-04/04 & B-04/05, OMG CITY, Village Jhilara Bharatpur. Copy of Land

documents and site plan of proposed units of EWS and LIG is enclosed as Annexure-XIII.

c) Water Consumption:-

During Construction = 11.00 KLD

Details of water used during construction:

Supervisory & construction labour = 1400 Persons @ 45 LPCD = 6.30 KLD

(Drinking= 2.50 KLD & Other = 3.80 KLD)

Curing & mixing of mortar & cement = 3.70 KLD

Dust Control = 1.00 KLD

Total water requirement during construction = 11.00 KLD

During Post Construction = 139.50 KLD

Details of water used during post construction:-

No. of Flats = 268 Flats

Estimated population = 1340 Persons (considering 5 persons per flat)

Rate of water consumption 86 LPCD

i) Total Water Demand in Housing Facility @86 LPCD 115.25 KLD

a) For Flushing @28LPCD 33.50 KLD

b) For other domestic uses like-Drinking, Cooking,

Bathing and Washing etc @ 58 LPCD

77.75 KLD

ii) Water requirement for gardening 16.50 KLD*

iii) Water requirement for Club House 6.00 KLD

iv) Commercial & Admin 1.75 KLD

TOTAL WATER DEMAND 139.50 KLD

Values are expressed to the nearest round figure of water requirement.

Out of total water requirement of 139.50 KLD, 81.50 KLD will be met from UIT Supply

and remaining 58.00 KLD will be met from treated effluent of in-house STP.

* Water requirement for gardening:

Landscaped Area under lawns and tree plantation =1632.62 Sq. m. (21.63% of total plot

area). Total 79 large trees have been proposed for plantation along the boundary of project

in addition to hers and shrubs.




Water Requirement for Trees:

Canopy Area = 25 Sq. m.

Plant factor = 1

Evapo-transpiration = 0.75 m per annum

Irrigation efficiency- 0.70

As per manual of norms and standards for environment clearance of large construction

projects article 2.3.4.1 Page 66.

Water requirement (lpd) can be calculated as:-

= {Canopy area (sqm) × Evapo-transpiration (mpd) × Plant factor ×1000}

÷ Irrigation efficiency

= {25×79× (0.75÷365) ×1 ×1000} ÷ 0.7

= 5.80 KLD

Lawns and decorative plantation @6.50LPD/sq.m. = 10.63 KLD

Total requirement for green belt development including trees, lawns and decorative plants

= 16.43 KLD

Provisions made = 16.50 KLD

d) Wastewater Generation:-

Rate of wastewater generation = 85% of water consumed except gardening

Expected wastewater generation = 0.85 x (139.50-16.50) = 104.50 KLD

Total sewage generated will be 104.50 KLD. After treatment about 90% i.e. 94 KLD will be

available. Out of which 58.00 KLD will be used for flushing and gardening.

The excess treated water (36.00 KLD) will be used in a manner to reduce the pressure on

fresh water demand in surroundings areas. We are committed to provide our excess treated

water to any individual/organization free of cost for their use. We are also willing to adopt

Road/parks in the area for development at the appropriate land. In case there is no

demand/requirement of treated water, we will discharge it in sewer system provided by

UIT/Municipal Corporation of Bharatpur after taking necessary permission from authorities.

e) Power Requirements:-

The total power demand of the project will be 80.00 KW and 1330.00 KW in construction

and operational phase respectively. This power demand shall be met through power grid of

JVVNL.

The power will be received from JVVNL at 33 KV supply voltage, it will be stepped down

to 0.433 KV through two transformers each of 1000 kVA rating. To backup the power

demand in common and essential areas during power failure, it is proposed to provide two

D.G. Sets of 125 kVA and 62.50 kVA capacity.

f) Connectivity:-

The proposed site is well connected through a road network from two sides by 24.38 m.,

and one side by 9.14 m wide road. The nearby connecting public transport system is listed

below:-

Bharatpur Railway Station at about 1.50 km towards NE of proposed site.

Sanganer Airport at about 171 km towards WSW of proposed site.

NH-11 is at about 3.50 km towards SE of proposed site.

MDR (Bharatpur – Mathura) is at about 1.40 km towards ENE of proposed site.

MDR (Bharatpur - Alwar) is about 2.00 km in toward NNW of the project site.




g) Parking Details:-

Required Parking:

Required ECU = Achieved FAR under residential section/75 + Achieved FAR under

Commercial section/50

= 19978.54/75 + 599.25 = 266.38 + 11.98 = 278.36 ECU

25% Visitors Parking Area = 278.36 x 0.25 = 69.59

Total Parking Required = 278.36+69.59 = 347.95 say 348.00 ECU.

Total Car parking Required = 348 x 0.75 = 261 ECU under Car parking.

Total Two Wheelers parking Required = 348 x 0.25 = 87 ECU under Two Wheeler parking.

Provision for Parking of 371.34 E.C.U. (319 Two wheelers +265 Cars) has been made

as follows:

Parking At Two Wheelers Four Wheelers

Basement Level 239 Nos.(79.67 ECU) 106 ECU

Open Ground Level --- 92 ECU

Stilt Level 80 Nos. (26.67 ECU) 67 ECU

Total 319 Nos. (106.34 ECU) 265 ECU

Total ECU Provided 106.37+265 = 371.34 E.C.U.

1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent

to the proposed site? (Such as open spaces, community facilities, details of the existing

landaus, disturbance to the local ecology).

The proposed project is coming up in developing area of Bharatpur district. It has land use

pattern is comprising of residential and commercial establishments and is well connected

with roads. There will be no impact on existing facilities such as open spaces, community

facilities. It will not cause any disturbance to the local ecology as the land in this area is

slowly being used for urban use.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence &

instability? (Details of soil type, slope analysis, vulnerability to subsidence, seism city

etc. may be given).

No, there will not be significant land disturbance resulting in erosion, subsidence &

instability. Report of Soil investigation is enclosed as Annexure XI.

1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a

contour map showing the natural drainage near the proposed project site)

The project site is not having any natural drainage route. No perennial or non perennial

drainage system is intersecting the project site therefore no drainage system will be

obstructed by the proposed project. Well designed storm water system is proposed for

management of internal storm water drainage. Thus, no impact on the natural drainage

system is expected.

1.6 What are the quantities of earthwork involved in the construction activity-cutting,

filling, reclamation etc. (Give details of the quantities of earthwork involved, transport

of fill materials from outside the site etc?)

There will be earthwork involved. Expected quantity of earthwork involved is about 11000

M3. The same earth will be used for back filling, correcting the ground slopes, raising the

ground level and road level, no earth would be required from outside before starting the




project, top 30 cm soil will be stored in a corner and it will be used to form the top soil of

the landscaped area.

1.7 Give details regarding water supply, waste handling etc during the construction

period.

During construction phase the water demand will be met from authorized water supplier.

There will be no significant solid waste generated except the waste produced at the time of

construction. The saleable construction waste will be sold to authorized vendors and

utilizable construction waste will be used in backfilling and road embankments.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and

wetlands are getting modified from the proposed activity)

No. There is no low lying or wetlands in the project site

1.9 Whether construction debris & waste during construction cause health hazard? (Give

qualities of various types of wastes generated during construction including the

construction labor and the means of disposal)

During construction phase there will be no waste generated which can cause health

hazard.

2. WATER ENVIRONMENT

2.1.

Give the total quantity of water requirement for the proposed project with the

breakup of requirements for various uses. How will the water requirement met? State

the sources & quantities and furnish a water balance statement.

During Construction Phase: 11.00 KLD

Post Construction Phase: 139.50 KLD

Estimated Population: 1340 Persons

S.

No. Particulars Population Basis

Fresh

Water

Demand

Flushing

Water

Demand

Total

Water

Demand

1. Gardening

79 trees and

1632.62 Sq. m of

green area

-- 16.50 16.50

2. Housing 1340 86 LPCD 77.75 37.50 115.25

3. Club house

Gym 300 20 LPCD 3.00 3.00 6.00

4. Admin and

commercial 50 35LPCD 0.75 1.00 1.75

5. Total -- -- 81.50 58.00 139.50

*Note All values of water demand are in KLD




Water Balance

Total sewage generated will be 104.50 KLD. After treatment about 90% i.e. 94 KLD will be

available. Out of which 58.00 KLD will be used for flushing and gardening.

The excess treated water (36.00 KLD) will be used in a manner to reduce the pressure on

fresh water demand in surroundings areas. We are committed to provide our excess treated

water to any individual/organization free of cost for their use. We are also willing to adopt

Road/parks in the area for development at the appropriate land. In case there is no

demand/requirement of treated water, we will discharge it in sewer system provided by

UIT/Municipal Corporation of Bharatpur after taking necessary permission from authorities.

2.2 What is the capacity (dependable flow or yield) of the proposed source of water?

Water requirement of construction will be met from authorized water supplier/tanker

supply.

2.3 What is the quality of water required in case the supply is not from a municipal

source? (Provide physical, chemical, biological characteristics with class of water

quality)

Water requirement of construction will be met from authorized water supplier and during

post construction water will be supplied by UIT. Although water from nearby bore well was

collected and analyzed and the quality of water supply is conforming to IS 10500-1991. The

water analysis report of well water near project site is attached as Annexure No. XVIII.

Total Water Demand= 139.50 KLD

Daily Fresh Water Demand=81.50 KLD

Daily Recycled Water Demand=58.00 KLD

Daily Fresh Water Demand

81.50 KLD

Daily Recycled Water Demand

58.00 KLD

In

Residential

Block

77.75 KLD

In Admin,

Commercial, Gym &

Club House

3.75 KLD

Gardening

16.50 KLD

For Flushing

41.50 KLD

In Residential

Block

37.50 KLD

In Admin, Commercial

Clubhouse and Gym

4.00 KLD

15 % Loss

Waste Water Generated

104.50 KLD

Treated Water from STP

(90% of Sewer)

94.00 KLD

Supplied to Farmers/ Organization

/ UIT Greenbelt/Parks /discharged

in Sewer System after taking

necessary permission from

regulatory authorities.

36.00 KLD




2.4 How much of the water requirement can be met from the recycling of treated

wastewater? (Give the details of qualities, sources and usage).

Total sewage generated will be 104.50 KLD. After treatment about 90% i.e. 94.00 KLD will

be available, out of which 58.00 KLD (about 41.58 % of total requirement) will be reused

within project premises for flushing and gardening.

2.5 Will there be diversion of water from other users? (Please assess the impacts of the

project on other existing uses and quantities of consumption)

During construction water demand will be met from authorized water supplier and during

post construction water will be supplied by UIT. The application to UIT will be submitted

for water supply. We are sure to get connection from UIT before operation phase of project.

2.6 What is the incremental pollution land from wastewater generated from the proposed

activity? (Give details of the quantities and composition of wastewater generated from

the proposed activity)

Total sewage generation from the project will be 104.50 KLD. Allowing 20% extra for

precaution in peak flow the estimated volume of sewage work out to be 125.40 KLD. This

volume of sewage will be treated in the full fledged sewage treatment plant of capacity 125

KLD.

Expected Raw Sewage Characteristics

Parameter Unit

Dimension

Numerical Value

Expected Flow M3 / day 104.50

PH - 7.5 - 8.5

BOD mg/ I 250-450

COD mg/ I 600-800

O & G mg/ I 50-100

TSS Mg/ I 250-400

Expected Treated Sewage Characteristics before disinfection & ACF

Parameter Unit Dimension Numerical Value

Expected Flow M3 / day 94.00

PH - 7.5-8.5

BOD5 mg/ I <6

COD mg/ I <100

O & G mg/ I <10

TSS Mg/ I <20

The treated sewage for recirculation will be passed through ACF and chlorination after

which characteristics will further improve so as to meet desired characteristics.




Prescribed general standards for discharge of environmental pollutants as per

environment protection Act-1986

S.

No.

Parameters Standards

Inland

Surface water

Public

Sewers

Land for

Irrigation

Marine/Coastal

areas

1. pH 5.5-9 5.5-9 5.5-9 5.5-9

2. Suspended

solids, mg/1max

100 600 200

3. BOD (3 days at

27ºC),mg/l, max

30 350 100 100

4. Oil and Grease 10 20 10 20

5. COD mg/l, max 250 - - 250

Out of total treated effluent (94.00 KLD) 58.00 KLD will be re-circulated & the rest 36.00

KLD) will be used in a manner to reduce the pressure on fresh water demand in

surroundings areas. We are committed to provide our excess STP treated water to any

individual/organization free of cost for their use. We are also willing to adopt Road/parks in

the area for development at the appropriate land. In case there is no demand/requirement of

treated water, we will discharge it in sewer system provided by UIT

BHARATPUR/PHED/Municipal Corporation of Bharatpur (after taking necessary

permission from authorities) after disinfection and achieving prescribed standards

permissible. Any incremental pollution load of waste water is therefore not envisaged.

2.7 Give details of the water requirements met from water harvesting? Furnish details of

the facilities created.

The project proponents have proposed the roof top rainwater harvesting system. Storm

water from terrace is proposed to be collected treated and will be used in conjunction with

municipal water.

The collected water will be passed through filter bed and settling basin for removal of dirt

and other suspended solids. It will be treated with UV rays before pumping to domestic

supply.

The runoff from roads, paved roads and green belts will be passed through settling basin

and filter bed before discharging it into the recharge well.

2.8 What would be the impact of the land use changes occurring due to the proposed

project on the runoff characteristics (quantitative as well as qualitative) of the area in

the post construction phase on a long term basis? Would it aggravate the problems of

flooding or water logging in any way?

There will not be significant change in run off pattern. The surface runoff which was going

as waste till now will be captured and used for harvesting. The overflow during heavy

rainfall will follow the existing runoff pattern and routed into the municipal storm water

drains.




2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of

ground water; give the details of ground water table, recharging capacity, and

approvals obtained from competent authority, if any)

There will be no significant negative impact on ground water as:

1. Total fresh water requirement for the proposed project will be 81.50 KLD which

will be met from UIT Supply. The application to UIT will be submitted for water

supply.

2. The Project Proponent is planning to recharge runoff on 100 % basis and also

propose to recycle treated waste water. The project proponent has proposed rain

water harvesting system. Storm water would be collected and recharged through 2

recharge structures.

3. Impact on ground water would be insignificant because through water harvesting of

water from road and parking, surface and green areas. Roof top water after primary

treatment & disinfection will be used in conjunction with UIT Supply. The use of

fresh water requirement will be reduced by using treated waste water for gardening

and flushing.

2.10 What precautions/measures are taken to prevent the run-off from construction

activities polluting land & aquifers? (Give details of quantities and the measures taken

to avoid the adverse impacts)

There will be no runoff from the construction activities.

2.11 How is the storm water from within the site managed? (State the provisions made to

avoid flooding of the area, details of the drainage facilities provided along with a site

layout indication contour levels)

Storm Water Management:

Storms water drains will be constructed strictly in accordance with governing authority

regulations.

Design Details:

Runoff coefficient for various types of surfaces

Parks, Lawns and garden : 0.10

Paver block on sand bed open jointed : 0.40

Water tight roof surface : 0.75

(i) Total Runoff: Roof Top

C = 0.75

I = 50 mm/hr

A = 2815.04 m²

Q = 105.56 M3 /hr

Storm duration 15 Minutes

Volume of water available will be 26.39 M3 /storm

(ii) Runoff generated from other surfaces

(a) Roads and Parking area- Parking area will be paved (open jointed paved

blocks on sand bed)

C = 0.40

A = 3098.80 m²




I = 50 mm / hr

Q = 61.98 M3 /hr


Volume of water available will be: 15.49 M3 /storm

(b) From open spaces and garden

C = 0.10

A =1632.62 m²

I = 50 mm / hr

Q = 8.16 M3 / hr


Volume of water available will be: 2.04 M3 /storm

Total 26.39+15.49+2.04 = 43.93 M3 /storm

It will be diverted to 4 water harvesting systems.

2.12 Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation)

During construction phase sewage generated will be treated through the septic tank and soak

pit. Hence it will not lead to unsanitary conditions around the project site.

Septic Tank Details

Total domestic water requirement during construction= 6.30 KLD.

It is assumed that 40 % (2.50 KLD) of total water will be used for flushing and 60% (3.80

KLD) will be used for domestic purposes. Considering 15 % as losses, total Sewage

generated will be 5.50 KLD.

For 5.50 KLD sewage as per Manual on Sewerage and Sewage Treatment, Ministry of

Urban Development, New Delhi, page no. 334-

Size= 15 m× 3 m × 1.25 m depth (0.3 m freeboard)

It will require cleaning once in 3 years.

The septic tank will be supported by a soak pit 0.60 m diameter and 6 m depth.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of

sewage? (Give details of the quantities of wastewater generation, treatment capacities

with technology & facilities for recycling and disposal).

The sewage treatment unit will consist of following unit processes:

1. Primary treatment

Screen Chamber

Oil & Grease Trap

Equalization Tank

2. Secondary Treatment

Sequencing Batch Reactor (SBR)

3. Tertiary treatment

Treated Effluent holding Tank

Sewage Filtration

Activated Carbon Filter

Disinfection

4. Sludge Treatment




Process Flow Chart

2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets

or any other use.

Two separate pipelines one for fresh water supply and other for treated water will be laid.

3. VEGETATION

3.1 Is there any threat of the project to the biodiversity? (Give a description of the local

ecosystem with its unique features, if any)

No. Presently site is located in the urban ecosystem and does not comprise any unique

feature. Moreover, all the species reported from the study area were common to the urban

ecosystem. So biodiversity will remain unaffected. Therefore there will be no threat to

biodiversity due to proposed project.

3.2 Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

No. currently there is no vegetation on proposed project site as the site has already been

cleared. List of vegetations observed during survey is enclosed as Annexure XII.

3.3 What are the measures proposed to be taken to minimize the likely impacts on

important site features (Give details of proposal for tree plantation, landscaping,

creation of water bodies etc along with a layout plan to an appropriate scale?)

It is proposed to plant 79 large trees in addition to shrubs, grasses and other small decorative

Screen Oil &

Grease

Equalization

Tank

Sequencing

Batch

Reactor

Sludge

Treatment

Disinfection

Filtration

Unit

Irrigation and

Flush Water

Storage Tank

Flushing Gardening

Treated Effluent

Holding Tank

ACF

Supplied to Farmers/ Organization /

UIT Greenbelt/Parks /discharged in

Sewer System after taking necessary

permission from regulatory authorities

Filter

Press

Dried Sludge

used as

Manure




plants. Landscaped Area under lawns and tree plantation 1632.62 Sq. m. (21.63 % of total

plot area) 79 large trees have been proposed for plantation along the boundary of project in

addition to herbs and shrubs.

4. FAUNA

4.1 Is there likely to be any displacement of fauna –both terrestrial and aquatic or

creation of barriers for their movement? Provide the details.

No significant terrestrial fauna is present. Proposed project site does not contain any water

bodies. The seasonal water bodies are in nearby area of proposed site. Commissioning of

propose group housing project will not create any barrier to the movement of aquatic fauna.

4.2 Any direct or indirect impacts on the existing avifauna of the area? Provide details.

There will not be any direct or in direct impacts on the avifauna of the area. During

construction phase existing avifauna may get disturbed. However, with proposed green

cover and additional 79 new trees, the project premises may offer nesting & growing

space to avifauna in operational phase.

4.3 Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts

on fauna.

Not applicable.

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat

island? (Give details of background air quality levels with predicted values based

on dispersion models taking into account the increased traffic generation as a

result of the proposed constructions)

No, there is influx of only 1340 Persons and this number will not materially affect the

ambient air quality as clean fuel will be used for cooking.

The development of heat island effect due to this project alone is not envisaged, however,

cluster development in the area can lead to such effect. The proper orientation, intensive

green belt development inside the project & outside wall will minimize it. Moreover,

achieving 37.30 % ground coverage and leaving large open spaces negate the development

of Heat Island Effect. As the proposed project will have only about 1340 persons, air

pollution is not expected to be a major concern. But impact on air quality has been predicted

using ambient air quality data collected during the monitoring. The predicted results depict

that there will not be significant negative impact on the existing ambient air quality of

locality around project site.

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous

gases? Give details in relation to all the meteorological parameters.

During construction phase dust emissions are expected due to excavation activity. All other

emission sources are intermittent, including emission from movement of heavy vehicle for

material transport, unloading of material. However, all necessary measures will be taken to

control the impact by spraying water at dust generation sources, shielding the construction




activity with tarpaulin so as to prevent the dust emission to travel etc.

The gaseous emissions from vehicle will be controlled by avoiding traffic congestion

through proper parking arrangements. Traffic circulation and parking plans are enclosed as

Annexure- XXVI-2-3. The fuels used in this group housing complex will be clean fuel like bottled liquefied

petroleum gas, which will minimize air pollution.

Hence there will not be significant negative impact on the Air environment due to project.

As this will be residential building with 1340 persons, air pollution is not expected to be a

major concern. Hence, the air quality predictions have not been carried out. But data on

ambient air quality have been collected during the study period and the predicted results

depict that there will not be significant negative impact on the existing ambient air quality

of locality around project site.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the

present level of transport infrastructure and measures proposed for improvement

including the traffic management at the entry & exit to the project site.

Required Parking:

Required ECU = Achieved FAR under residential section/75 + Achieved FAR under

Commercial section/50

= 19978.54/75 + 599.25 = 266.38 + 11.98 = 278.36 ECU

25% Visitors Parking Area = 278.36 x 0.25 = 69.59

Total Parking Required = 278.36+69.59 = 347.95 say 348.00 ECU.

Total Car parking Required = 348 x 0.75 = 261 ECU under Car parking.

Total Two Wheelers parking Required = 348 x 0.25 = 87 ECU under Two Wheeler parking.

Provision for Parking of 371.34 E.C.U. (319 Two wheelers +265 Cars) has been made

as follows:

Parking At Two Wheelers Four Wheelers

Basement Level 239 Nos.(79.67 ECU) 106 ECU

Open Ground Level --- 92 ECU

Stilt Level 80 Nos. (26.67 ECU) 67 ECU

Total 319 Nos. (106.34 ECU) 265 ECU

Total ECU Provided 106.37+265 = 371.34 E.C.U.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks,

pedestrian pathways, footpaths etc., with areas under each category.

Parking plan showing traffic movement is Annexure- XXVI-2-3.

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the

sources and the measures proposed for mitigation of the above.

The source of noise will be vehicular noise only. A well organized parking is proposed,

which will help in reducing noise level due to vehicular movement in parking area.

Sufficient no. of trees (79 large trees in addition to shrubs and other small plants as per

horticulture plan) will be planted to act as noise buffer and reducing noise level within the

site.

5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in &

ambient air quality around the project site? Provide details.




It is proposed to use two D.G. Set of 125 kVA & 62.50 kVA capacity for power backup in

common areas. The D.G. set will provide power only in case of power failure or

emergency.

The emissions from D.G. set will be discharged through vent of proper height.


to 0.433 KV through two transformers each of rating 1000 kVA

D.G. set will be enclosed in acoustic enclosure (as per GSR7, Dated Dec22, 1998) to

mitigate effect of their noise during operation.

The emissions from D.G. set will be in conformity with standards prescribed under

Environment (protection) Act- 1986.

6. AESTHETICS

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic

amenity or landscapes? Are these considerations taken into account by the

proponents?

No, the project is well planned and is developed keeping local aesthetics in mind.

6.2 Will there be any adverse impacts from new constructions on the existing structures?

What are the considerations taken into account?

No. There will not be adverse impacts from the new construction on the existing structures

as the area is being used for the same activity, i.e. for housing purpose. However, all

precaution will be taken to mitigate any probable negative impacts on water, air and noise

environment during construction and operational phase.

6.3 Whether there are any local considerations of urban form & urban design influencing

the design criteria? They may be explicitly spelt out.

No. There are no such local considerations

6.4 Are there any anthropological sites or utilized nearby? State if any other significant

features in the vicinity of the proposed site have been considered.

No.

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of local

population? Provide the details.

The proposed project is residential. There will be influx of people around 1340 persons. It

will not cause significant change in demographic pattern. The project may however, create

jobs for unskilled and skilled labour both during construction phase as well as during

operation phase which will benefit local populace.

7.2 Give details of the existing social infrastructure around the proposed project.

The project is located in residential area cum commercial area under jurisdiction of

Bharatpur UIT with all basic facilities like roads, electricity, water supply, transportation,

educational institute, hospitals, market etc.

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites

or other cultural values? What are the safeguards proposed?

No, on the contrary it may open job opportunities for local people. The options are domestic

help, gardeners, watch and ward staff, cooks etc. It will also create additional business for

local shops.




8. BUILDING MATERIALS

8.1 May involve the use of building materials with high-embodied energy. Are the

construction materials produced with energy efficient processes? (Give details of

energy conservation measures in the selection of building materials and their energy

efficiency)

Cement, aluminium, paints, floor tiles etc used in the project are purchased from branded

companies and it is also ensured that these bear IS mark.

8.2 Transport and handling of materials during construction may result in pollution,

noise& public nuisance. What measures are taken to minimize the impacts?

During construction phase following measures will be taken to prevent pollution due to

transportation and handling of material-

1. Covering the site on all four sides to prevent dust and other pollutants to the

surrounding environment.

2. Water spraying to prevent dust from different sources.

3. Speed restriction to all vehicles approaching the site and within site.

4. All vehicles used for transportation of materials will be covered with tarpaulin.

5. Overloading of vehicles will be avoided.

8.3 Are recycled materials used in roads and structures? State the extent of savings

achieved?

Yes, more than 1200 m³ of construction debris and 11000 m³ earth as recycled material is

available and will be used in road construction resulting in saving of Rs 12 Lacs (approx).

8.4 Give details of the methods of collection, segregation & disposal of the garbage

generated during the operation phases of the project.

According to the building construction manual of MoE&F the rate of waste generation in

residential building is 0.41 Kg/day/person. In the Residential Section of project, out of total

domestic waste, 40 % will be the wet garbage and rest (60 %) will be dry garbage. The solid

waste so generated will be first segregated as plastic, glass, paper and other waste separately

and disposed off as per MSW Rules, 2000 (amended up to date).

Generation of Waste from Residential Section(kg/day) = 0.41 X Estimated Population

= 0.41 x 1340

= 549.40 kg/day

Wet Garbage @ 40% Total Waste Generated = 219.76 kg/day

Dry waste @60% Total Waste Generated = 329.64 Kg/day

From Commercial Section = 60%(0.41 X 50)

= 12.30 kg/day

Wet Garbage @ 40% Total Waste Generated = 4.92 kg/day

Dry waste @60% Total Waste Generated = 7.38 Kg/day

Total Waste Generated = 561.70 Say 562.00 kg/day

Total Dry Waste Generated = 337.02 Say 337.00 kg/day

Total Wet Waste Generated = 224.68 Say 225.00 kg/day




Management of Solid Waste during Operation Phase:-

Collection and Segregation of waste

I. A door to door collection system will be provided for collection of domestic waste in

colored bins from the different blocks.

II. For waste collection, adequate number of colored bins (Green and Blue & dark grey

bins– Separate for Bio-degradable and Non Bio-degradable) are proposed to be

provided at the strategic locations of the area.

III. Litter bin will also be provided in open areas like parks etc.

Handling of Waste:

Recyclable wastes

I. Grass Recycling – The cropped grass will be spread on the green area. It will act as

manure after decomposition.

II. The saleable waste like paper, plastic, metals etc segregated during collection will be

sold off to recyclables.

Disposal

Non-recyclable wastes will be disposed through Govt. approved agency. Hence, the

Municipal Solid Waste Management will be conducted as per the guidelines of Municipal

Solid Wastes (Management and Handling) Rules, 2000 amended up to date). A Solid waste

management Scheme is depicted in the following figure for the project:-

Solid waste Management Scheme during Operational Phase

Solid Waste

Biodegradable Waste

Recyclable Waste

Green Bins

Non Biodegradable Waste

Non- Recyclable Waste

Dark Gray Bins Blue Bins

Sold to Respective

Recyclers/Buyers

Final Disposal through Municipal Corporation of City

Segregation during Waste Collection

Remaining




9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source of supply, backup source etc. what is

the energy consumption assumed per square foot of built-up area? How have you tried

to minimize energy consumption?

The total power demand of the project will be 80.00 KW and 1330.00 KW in construction

and operational phase respectively. This power demand shall be met through power grid of

JVVNL.


to 0.433 KV through two transformers each of 1000 kVA rating. To backup the power

demand in common and essential areas during power failure, it is proposed to provide two

D.G. Sets of 125 kVA and 62.50 kVA capacity.

9.2 What type of, and capacity of, power back up you plan to provide?

D.G. set and transformer shall be provided in case of power failure for Lifts, lighting of

roads and circulation area.

Type Capacity No. Specification

DG Sets

125 kVA

62.50 kVA

1

1

To confirm emission Limits as

prescribed under E P Act-1986 and

having acoustic arrangement as per

EP act-1986. The DG sets will carry

‘Type approval Certificate’. Transformers 1000 kVA

11 KV to 0.433 KV

2

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its

characteristics related to both short wave and long wave radiation?

Saint Gobain Glass, Shade- Neutral, Single Glazed (Dew Drop) will be used for windows.

Properties:

Visible Light

Transmission 51%

Reflection Outside 18%

Reflection inside 17%

Solar Energy

Direct Transmission 45%

Reflection Outside 14%

Absorption 41%

UV Value: 5.7 W/ (m2.K0)

9.4 What passive solar architectural features are being used in the building? Illustrate

the applications made in the proposed project.

Bharatpur comes under composite zone according to the classification of climate zones.

Solar passive architectural features that are used in the building are-

1) Low exposed surface to volume ratio: - This is obtained through optimized building

shape, form, correct orientation and multistoried building.

2) Increased thermal resistance and thermal capacity which is achieved through insulating

roof and using thick external walls.

3) Increase buffer zones to protect the building mass from direct exposure to solar




radiation. This achieved through incorporating verandas and balconies in the design,

especially if, openings are provided in west direction.

4) Decrease outside air exchange rate during day time while increase air exchange rate

during night time through windows and ventilations.

5) Increase shading, by protecting glazed surfaces through overhangs, louvers and trees.

6) Increase external surface reflectivity through selecting light or pale colour finish of the

building envelope and heat proofing the roof.

7) In summer months, increase the humidity, which could be obtained through plantation

of trees and also through evaporative cooling.

8) Glazed windows are located to face the south (in the northern hemisphere) to receive

maximum sunlight in winter.

9.5 Does the layout of streets & buildings maximize the potential for solar energy devices?

Have you considered the use of street lighting, emergency lighting and solar hot water

systems for use in the building complex? Substantiate with details.

CALCULATION OF ENERGY CONSERVATION ACHIEVED

Methods Used To Conserve Energy:

1. Use of LED Lamps in Lighting

2. Use of Solar Powered Lights In Landscape & Street Lighting

3. Use of Solar Hot Water Generators for Water Heating

S.

No.

Energy Conservation

Measures

Operation at

load (KW)

No. of Hours

per day

Total Energy

Saved in KWH

i Total Flats Light Load- 342

KW can be reduced by 50% if

we use LED Lamps in place of

Flourescent / Incandescent

Lamps

294 10 2940

ii Total landscape & street light

load- 15 KW can be reduced

by 20% if we use solar

powered fixtures.

3.60 8 28.80

iii Total common area light load-

30 KW can be reduced by 50%

if we use LED lamps in place

of flourescent / incandescent

lamps

15 12 180

iv Total power load-1712 KW

can be reduced by 10% if solar

hot water generator is used

171.20 10 1712.00

Total Energy Conservation

Achieved

483.80 4860.80

Total Energy Conservation

Achieved in Percentage

18.96 % 34.64 %




9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been

used to maximize the shading of walls on the East and the West and the Root? How

much energy saving has been effected?

The following precautions will be taken to minimize weather effects within the buildings-

1. Care is taken to have minimum exposed area of the building. Maximum heat enters a

building from roof & west walls. In a multistory building only the top roof will be

exposed & it will be insulated. Minimum openings in the west wall will be kept.

When openings in the west wall become unavoidable the openings will be properly

shaded.

2. The external walls will have minimum thickness of 200 mm. where feasible hollow

building blocks for external walls will be used.

3. For dissipation of heat cut outs open to sky in the buildings will be provided.

4. Size of the windows will be kept smaller to decrease air exchange rate and provide

ventilation during day time.

5. Properly designed sun shades will be used.

6. External paints will be of reflective type.

7. Minimum glazing would be provided in west side.

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical

systems? Provide technical details. Provide details of the transformers and motor

efficiencies, lighting intensity and air-conditioning load assumptions? Are you using

CFC and HCFC free chillers? Provide specifications.

Natural ventilation will be used to get maximum advantage of nature. LED lighting in all

common areas will be used as LED is more energy efficient in comparison to CFL. DG Set

will be in acoustic enclosure. Proponent will provide only power points for air conditioners

and further responsibility of installation of air conditioner will be of buyers. Central air

conditioning of the building is not proposed.

9.8 What are the likely effects of the building activity in altering the micro-climates?

Provide a self assessment on the likely impacts of the proposed construction on

creation of heat island & inversion effects?

Measure to minimize the effects of DG set emissions in altering the microclimate are given

below:-

1) Genset will be furnished with turbochargers to reduce consumption of diesel

consequently reducing the generated heat.

2) Genset will be installed in well ventilated area to ensure quick dissipation of heat.

3) Genset will be provided with vent/ stack as per CPCB rules.

4) DG Set will not be used for air conditioning. DG Set will be used in case of power

failure for emergency lighting and lifts.

9.9 What are the thermal characteristics of the building envelope? (a) roof; (b) external

walls; and (c) fenestration? Give details of the material used and U-values or the R-

values of the individual components.

It is proposed that the roof of these buildings to minimize the heat gain and turn save the

energy.




S. No. Specification U values [W/(m2.K0]

Wall

1 1.25 cm PL + 11.25 cm brick + 1.25 cm PL 3.00

2 1.25 cm PL + 22.25 cm brick + 1.25 cm PL 2.13

Roof

3 10cm RCC + 10 cm lime concrete 2.78

4 10 cm + 7.5 cm cin +5 cm brick tile 1.76

The roof will be further insulated by using block masonry having high thermo insulation

properties. The technical specifications are:

Block thickness 100 mm

Density 550-650 Kg/M3

Thermal conductivity 0.142 Kcal/hr (ºC) (N)

These values have been taken from Handbook on “Functional Requirement of

Buildings (other than Industrial Building)”- Bureau of Indian Standards- SP: 41 (S &

T) – 1987.

9.10 What precautions & safety measures are proposed against fire hazards? Furnish

details of emergency plans.

9.11 If you are using glass as wall material provides details and specifications including

emissivity and thermal characteristics

No

9.12 What is the rate of air infiltration into the building? Provide details how you are

mitigating the effects of infiltration.

Typical air infiltration rate is 0.1ACH. It will be reduced further to 0.07 ACH by properly

designed doors and windows to ensure air tightness.

The buildings intended to be air conditioned are designed for low air exchanges achieved by

air tight windows and doors. Generally air conditioners are designed for 0.1 air change

/hour.

In well insulated buildings, heat is lost mostly when ventilation by fresh air takes place.

Disaster Management Plan

Fire Water Earthquake

Rain water will be

recharged to ground.

Excess storm water

will be routed to

natural drainage

system

The structural

design is as per

BIS codes for

Seismic Zone II

All arrangements as per

regulations of CFO will be

made. Necessary permission

from competent authority

will be obtained




Careful consideration should be given to the following:

1) An airtight construction with controllable means of ventilation to minimize unwanted

infiltration of outdoor air while providing an adequate supply of fresh air.

2) In summer during day time windows and doors will be kept mostly in closed position

to avoid heated outside air to enter the building.

3) In summer during night windows will be opened to admit cool night air into the

house.

4) During winter windows and doors would be opened optimally to keep the house well

ventilated without creating draft of chilly winds in the house.

9.13 To what extent the non-conventional energy technologies are utilized in the overall

energy consumption? Provide details of the renewable energy technologies used.

It is proposed to use solar energy based lights for the common passages and driveways.

10. ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan would consist of all mitigation measures for each item

wise activity to be undertaken during the construction, operation and the entire life style to

minimize adverse environmental impacts as a result of the activities of the project. It would

also delineate the environmental monitoring plan for compliance of various environmental

regulations. It will state the steps to be taken in the case of emergency such as accidents at

the site including fire.

Environmental

Component

Phase Project

Activity

Potential

Impact

Mitigation Measure

Air

Construction

Phase

Site Clearance/

Operation

Dust Pollution Wetting of area before

Clearing. Covering the site

on all four sides to prevent

dust and other pollutants to

The surrounding

environment.

Heavy Vehicle

Maintenance/

Operation

Air Pollution

Dust Generation

Vehicles used for

transportation of material

shall be covered with

tarpaulin.

All vehicles shall be asked

to have valid PUC

Certificate.

Construction of

structure and

earth work

Dust due to

cutting and

filling

Wetting of area before

clearing. All vehicles shall

be asked to have valid

PUC.

Operation

Phase

Traffic

movement

on Road

Increased

concentration of

air pollution at

some location

Smooth flow of traffic,

Regulation of air pollution

by legislation and public

awareness

DG set

operation

Air Pollution DG set adhering to CPCB

norms. Proper

maintenance of DG set.

DG set will be enclosed in

acoustic enclosure.

Heavy Vehicle Increased The vehicles used for




Noise

Construction

Phase

Maintenance vehicular noise construction work shall be

asked to adhere to CPCB

norms.

Construction of

structure and

earth work

Noise from

vibrators,

Concrete

batching plants

etc.

Proper maintenance of

equipments.

Providing ear plugs to

workers.

Operation

Phase

Vehicular

Traffic

Increased noise

due to vehicular

traffic

Ensuring smooth flow of

traffic. Properly designed

parking. Provision of rows

of trees to act as buffer.

DG set

operation

Increased noise

levels

DG set adhering to CPCB

Norms. Proper

maintenance of DG Set.

DG set will be enclosed in

acoustic enclosure.

Water

Construction

Phase

Construction

Staff Water

Requirement

Strain on local

water sources

Drinking water will be

purchased from authorized

water supplier.

Operation

Phase

Building User

Water

Requirement

Strain on UIT Drinking water will be

supplied by UIT. Recycled

water from treated effluent

of STP will be used for

flushing and gardening and

all excess treated water

will be discharged in

drains maintained by UIT

after obtaining necessary

permissions.

Soil

Construction

Phase

Storage of

petroleum and

other chemicals

Pollution due to

mixing of

construction

material.

Storage of petroleum and

other chemicals on

impervious layer viz

Concrete. Careful handling

of material.

Construction

debris and earth

material.

Pollution due to

mixing of

concrete with

soil.

Concrete and such debris

should be stored in a

container and sent to

disposal site.

Transportation

of hazardous

material

Accidental

spilling of

hazardous

material

Transportation of

hazardous material and

storage as per safety

norms. Regulation on load

carried and speed.

Residual paints

solvent,

bituminous

material

Contamination

of soil

Shall be given to authorize

recycler.

Heavy Vehicle

Maintenance/

Oil spillage Use of electrically

operated machines to the




Operation possible extant. Oil tray

will be kept below all

potential oil spillage points

for final disposal of

spillage.

Operation

Phase

Operation

Soil

contamination

due to surface

run off / Oil and

grease dripping

from vehicle

Oil & Grease trap shall be

provided at STP and

sludge from trap shall be

authorized site

Solid waste

generation

Improper

disposal of

plastic/kitchen

waste.

Segregation of solid waste

at source shall be practiced

and segregated waste shall

be handed over to

authorized agency of

Bharatpur Nagar Nigam

for final disposal and wet

waste along with STP

sludge will be composted.

Ecology

Construction

Phase

Construction of

Structure and

earth work

Migration of

fauna due to

construction

Use of electrically

operated machines to the

possible extent, and proper

maintenance of machines

to keep noise level low.

Operation

Phase

Operation

Increased

exposure to

anthropogenic

activities.

Enactment and

enforcement of laws

regulating human

intrusion.

Projected Expenses on Environmental Management

S.

No.

Description Capital Cost

(Rs in lacs)

Recurring Cost/Year

(Rs in lacs)

1 STP 45.00 5.00

2 Landscaping 10.00 1.20

3 Acoustic Enclosure 5.00 -

4 Dual Plumbing System and Efficient Fixtures 80.00 -

5 Solar Energy Utilization Application & Energy

Efficient Lighting

55.00 2.80

6 Solid Waste Management 2.00 1.20

7 Monitoring of Air, Water, Noise & Soil - 2.20

8 Insulation of Walls & Roof 20.00 -

Total 217.00 12.40




Details of CSR Activity

S.

No.

Particulars Year Wise Expenditure (Rs in Lacs)

1st Year 2nd Year 3rd Year

1. Distribution of mosquito repellent &

mosquito net, Cleaning of Jagheena

village to prevent water logging and

growth of female anopheles

mosquitoes

2.00 -- --

2. Construction of drainage facilities in

Jagheena Village

1.50 -- --

3. Construction of House Hold latrines in

50 families of Jagheena Village

-- 4.50 --

4. Promotion of Renewal Energy

Schemes such as solar street lighting

in the Jagheena village streets.

-- 4.50 --

5. Donation of one ambulance with

primary care unit for Jagheena village

primary health center.

-- -- 5.00

6. Support to education at Govt. Girls

Sec. School Jageena Bharatpur.

16.00

6 (i) Renovation/Construction of new

toilets for Staff boys & girls

15 Nos x 10,000 Rs Per Toilet

1.50 -- --

6 (ii) Construction of three new classrooms,

1 Staff room and library.

8.00 -- --

6 (iii) Installation water tank and RO

attached with water cooler.

1.70 -- --

6 (iv) Leak proofing of classroom roof 0.50 -- --

6 (v) Provision of furniture for the

classroom and staff room

1.50 -- --

6 (vi) Need of black/green board for

classrooms

(10 Nos x Rs 1000/- per boad)

0.10 -- --

6 (vii) Donating, school bags & stationeries

items, school dress and sweaters to

225 girls Students. (225 Students x Rs

1200/- per students)

2.70 -- --

Total 19.50 Lacs 9.00 Lacs 5.00 Lacs

Total- Rs. 33.50 Lacs has been proposed to spent for CSR Activity

Environmental Monitoring Schedule

S. No. Activity Frequency Annual Sample Budget (in Rs.)

1. Ambient Air

Quality

monitoring

2 Locations,

Quarterly

8@ Rs. 6000 48000

2. Noise Monitoring 2 Locations,

Quarterly

8@ Rs.2400 19200




3. Waste Water

Monitoring

2 Sample Per Month

(Inlet & Outlet)

24@ Rs. 2500 60000

4. Drinking Water

Monitoring

1 Sample,

Half Yearly

2@ Rs. 16000 32000

5. Soil Monitoring 2 Locations,

Half Yearly

4@ Rs. 2500 10000

6. Transportation

Charges

50000

Annual Budget for Environmental Monitoring Rs. 219200/-

Say 2.2 Lacs

Monitoring of Air, Water, Noise & Soil will be carried out by MoEF approved

laboratory on contract basis.

Budgetary Breakup for Labour Fixed explicit Investment:

S. No. Activity Fixed Capital (in Rs.)

1. Temporary Houses to workers – 20 Nos.@ Rs. 25000 Rs. 5,000,000.00

2. Common Toilet- 4 Nos. @ 10,000 Rs. 200,000.00

3. Bathing Area- 4 Nos. @ 10,000 Rs. 200,000.00

4. Stoves to each family- 20 Nos. @ Rs. 2000 Rs. 400,000.00

5.

A medical room will be provided for regular health

checkups and medical aid for which one doctor and

compounder will be hired.

Rs. 25,000.00

6. RO Plant (50 lpm) - 1 Nos. Rs. 250,000.00

Total 6,075,000.00

Running Expenses per month S. No. Activity Running Capital (Rs.)

1. Kerosene Oil to workers- 40 l/month/family @ Rs. 35 Rs. 28,000

2. Medical Facility ( 1 Doctor + 1 Compounder) on visit

basis

Rs. 38,000

3. Electricity and general expenses Rs. 20,000

4. Proponent will encourage labour to send their children

to nearby school for which financial support will be

made.

Rs. 120,000

Total Rs. 4580,000

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