appendix ii (see paragraph 6) form -1 a (only for...

Regalia Builders TEAM Institute of Science & Technology Pvt. Ltd.

Authorized Signatory Authorized Signatory

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 located in developing municipal area of Jaipur. Plot is allotted by JDA

for Group Housing purpose. The area is having single land use pattern comprising of

residential 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 JDA.

Please refer the following maps available as annexure.

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

Conceptual Plan/Site Plan as Annexure- XXIII-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:

“Ashadeep Rainbow”

Proposed Group Housing Project

Promoted by Regalia Builders

At Plot No.-GH-1, Ashadeep Kings Court Scheme, Village- Jirota, Tehsil - Sanganer,

District- Jaipur, Rajasthan



b)

Details of Proposed Construction

1. Total Plot Area 23887.39 Sq. m

2. Gross Built up Area 40033.77 Sq. m

3. Permissible F.A.R 31770.23 Sq. m

4. Achieved F.A.R 29094.56 Sq. m

5. Permissible Ground

Coverage

8360.59 Sq. m (35 % of plot area)

6. Achieved Ground

Coverage

7259.25 Sq. m (30.39 % of plot area)

7. Permissible Height 47.50 m (up to Machine level)

8. Achieved Height 39.70 m (up to Terrace Level)

9. Permissible Green

Area

2388.74 Sq. m (10.00 % of Plot Area)

10. Achieved Green

Area

2441.90 Sq. m (10.22 % of Plot Area)

11. Flat Details 348 Flats

120 Villa

c) Water Consumption:-

A. During Construction: 10.60 KLD

Supervisory & construction labour = 80 Persons @ 45 LPCD = 3.60 KLD

Curing & mixing of mortar & cement = 3.40 KLD

Dust Control = 3.60 KLDs

Total = 10.60 KLD

B. During Post Construction:

Water Demand Details of water used during post construction:-

Total No. of Flats = 384 Flats

Total No. of Villas= 120 Villas

Estimated population = 2400 Persons (Considering 5 persons in flat and 4 per

Villa)

Rate of water consumption- 86 LPCD

i) Total domestic Water Demand @86 LPCD 206.40 KLD

a) For Flushing @21 LPCD 50.40 KLD

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

Bathing and Washing etc @ 65 LPCD 156.00 KLD

ii) Water requirement for Club House 3.60 KLD

iii) Water requirement for Green Area 30.00 KLD

TOTAL WATER DEMAND 240.00 KLD

Out of total water requirement of 240.00 KLD, 158.00 KLD will be met from PHED Supply



and remaining 82.00 KLD will be met from treated effluent of in-house STP

* Water requirement for Landscape Area:

Total Achieved Landscape Area = 2441.9 Sq. m (10.22 % of Plot Area)

Water Requirement for Trees:

Canopy Area = 25 Sq. m.

Plant factor = 1

Evapo-transpiration = 0.75 m per annum

Irrigation efficiency- 0.70

Total 156 trees will be planted along the boundary of plot in single row at minimum distance

of 6 meter between two consecutive trees.

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 (sq.m) × Evapo-transpiration (mpd) × Plant factor ×1000}

÷ Irrigation efficiency

= {25×156 × (0.75÷365) ×1 ×1000} ÷ 0.7

=11.44 KLD say 12.00 KLD

Water Requirement for Lawn Area:

Water Requirement for Lawn Area = 17.00 KLD

Total Water Requirement for green belt development including Large Trees and Lawn Area =

12.00 KLD +17.00 KLD =29.00 KLD

Provisions Made = 30.00 KLD

d) Wastewater Generation:-

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

Expected wastewater generation = 0.85 x (240.00 – 30) = 178.50 KLD

Total sewage generated will be 178.50 KLD. After treatment about 90% i.e. 160.65 KLD will

be available. Out of which 82.00 KLD will be used for flushing and green belt development.

The excess treated effluent (78.65 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

JDA/PHED/Municipal Corporation of Jaipur after taking necessary permission from

authorities.

e) Power Requirements:-

The total power demand of the project will be 2102.01 KW, which 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 one transformers of 3150 kVA capacitiy. To supplement above during

power failure, it is proposed to provide one D.G. Set of capacity 250 kVA.

f) Connectivity:-

The proposed site is well connected:

Jaipur Junction Railway Station is about 15.18 Kms towards SW.

Jagatpura Railway Station is about 4.90 Kms towards SW.

Khatipura Railway Station is about 5.35 Kms towards NW

NH -12 is about 3.65 Km towards SE.

Sanganer Airport is about 4.35 Kms towards SW



g) Parking Details:-

Required Parking:

Required Parking = Achieved F.A.R / 75 = 25419.37 /75 = 338.92 E.C.U

Add 25% Visitors Parking = 338.92 x 0.25 = 84.73 E.C.U

Total = 338.92 E.C.U + 84.73 E.C.U = 423.65 E.C.U say 424 E.C.U

TOTAL E.C.U Required = 424.00 E.C.U

Parking Provided:

Total Parking Provided = 504.00 E.C.U

Provision for Parking of 504.00 E.C.U. has been made as follows:

Floor

Provided

Total E.C.U CARS TWO WHEELERS

E.C.U SCOOTERS E.C.U

STILT 64.00 0.00 0.00 64

OPEN GROUND 368.00 57.00 19.00 387

BASEMENT 72.00 0.00 0.00 72

TOTAL 504.00 57.00 19.00 523

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 Jaipur district. It has land use pattern

of residential 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, seismicity etc.

may be given).

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

instability.

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 8000 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, Water requirement will be met from authorized suppliers/surplus

treated water after disinfection from other commercial/residential project while fresh water

needed for domestic activities will be taken from authorized suppliers.

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)

Hazardous materials like Respirable silica, lead, used lubricating oil from DG Sets, aluminum

sections etc will be generated during construction of the building which can cause health

hazard.

Measures to minimize the effects are given below:-

S. No. Type of waste Mitigation measures

1. Respirable dust Regular sprinkling of water

2. Lead

Utmost care will be taken to ensure no spillage of

paint. Empty cans will be cleaned with thinner and this

paint solute will be used as thinner. Cleaned cans will

be sold to authorized vendors recyclers.

3. Used lubricating oil

from DG Sets

Waste oil will be properly stored and sold to

authorized recyclers.

4.

Aluminum sections

for doors and

windows.

The workers will wear mask whenever aluminum

cutting will be done and dust generated during cutting

will be collected at a designated place and sold to

authorized vendors / recyclers along with other

aluminum waste.

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.

S.

No. Particulars

Fresh Water

Demand

Flushing Water

Demand

Total Water

Demand

1. Water Demand in Housing

Facility 156.00 50.40 206.40

2. Water Requirement for Club

House 2.00 1.60 3.60

3. Water Requirement for

- 30.00 30.00



Gardening

TOTAL 158.00 82.00 240.00

*Note all values are in KLD

Source: Fresh water- PHED supply; Recycled Water – STP Treated Water

Water Balance

Flushing in

Residential Block

50.40 KLD

39.00 KLD

Flushing in Clubhouse

1.60 KLD

Total Water Demand= 240.00 KLD

Daily Fresh Water Demand= 158.00 KLD

Daily Recycled Water Demand= 82.00 KLD

Daily Fresh Water Demand

158.00 KLD

Daily Recycled Water

Demand

82.00 KLD

In

Residential

Block

156.00 KLD

In Clubhouse

2.00 KLD

Gardening

30.00 KLD

For Flushing

52.00 KLD

15 % Loss

Waste Water Generated

178.50 KLD in STP

Treated Water from STP

(90% of Sewer)

160.65 KLD

78.65 KLD, Supplied to

Farmers/ Organization / JDA/

Greenbelt/Parks /discharged in

Sewer System after taking

necessary permission from

regulatory authorities.



Total sewage generated will be 178.50 KLD. After treatment about 90% i.e. 160.65 KLD

will be available. Out of which 82.00 KLD will be used for flushing and green belt

development.

The excess treated effluent (78.65 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 JDA/PHED/Municipal Corporation of Jaipur after taking necessary permission from

authorities.

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

During Construction phase, Water requirement will be met from authorized

suppliers/surplus treated water after disinfection from other commercial/residential

project while fresh water needed for domestic activities will be taken from authorized

suppliers.

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)

During Construction phase, Water requirement will be met from authorized

suppliers/surplus treated water after disinfection from other commercial/residential

project while fresh water needed for domestic activities will be taken from authorized

suppliers and during post construction water will be supplied by PHED. Although water

from nearby bore well was collected and analyzed and the quality of water supply is

conforming to IS 10500-2012. The water analysis report of well water near project site is

annexed.

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).



development.

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 phase, Water requirement will be met from tanker suppliers/surplus

treated water after disinfection from other commercial/residential project while fresh

water needed for domestic activities will be taken from authorized suppliers and during

post construction water will be supplied by PHED. The application to PHED has been

submitted for water supply.

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)





development.

Expected Raw Sewage Characteristics

S. No Parameters Units Numeric Values

1. Expected Flow KLD 178.50

2. pH - 6.5-8.5

3. BOD5 mg/ L 250-350

4 COD mg/ L 450-600

5. O & G mg/ L <50

6. SS mg/ L 400-500

Expected Treated Sewage Characteristics:

S. No Parameters Units Numeric Values

1. Expected Flow KLD 160.65

2. pH - 6.0-8.5

3. BOD5 mg/ L <10

4. COD mg/ L <50

5. O & G mg/ L Nil

6. SS mg/ L <10

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/L max

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 (160.65 KLD), 82.00 KLD will be re-circulated & the rest

78.65 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 effluent 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 JDA/

PHED/ Municipal Corporation of Jaipur (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 158.00 KLD which

will be met from PHED Supply. The application to PHED has been 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

4 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 PHED 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 = 7259.25 m²

Q = 272.22 M3 /hr

Storm duration 15 Minutes

Volume of water available will be 68.06 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 = 14186.24 m²

I = 50 mm / hr

Q = 283.72M3 /hr


Volume of water available will be: 70.93 M3

/storm

(b) From open spaces and garden

C = 0.10

A = 2441.9 m²

I = 50 mm / hr

Q = 12.21 M3

/ hr


Volume of water available will be: 3.05 M3

/storm

Total = 68.06 + 70.93 + 3.05 = 142.04 say 142 M3

/storm

It will be diverted to 4 Rain water harvesting pits.

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= 3.60 KLD.

It is assumed that 40 % (1.44 KLD) of total water will be used for flushing and 60%

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

Sewage generated will be 3.06 KLD.

For 3.06 KLD sewage as per Manual on Sewerage and Sewage Treatment, Ministry of

Urban Development, New Delhi, page no. 334-

Size = 5 m× 2 m × 1m depth (0.2 m freeboard)



It will require cleaning once in 2 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).

Total sewage generation from the project will be 178.50 KLD. The sewage will be

treated in a full fledged sewage treatment plant of capacity 200 KLD based on SBR

Technology. Treated sewage will be reused for flushing and gardening within premises.

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

Sludge Treatment

Process Flow Chart

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

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

Used in JDA Greenbelt/Parks /discharged in

Sewer System after taking necessary

permission from regulatory authorities

Filter Press Dried Sludge

used as

Manure

Leachate



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)

The Group Housing Project site is devoid of any significant vegetation. It is proposed to

plant 156 large trees in open ground area along the boundary of plot.

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 156 large trees along the boundary of plot and grasses and other

small decorative plants in Lawn area at podium. Total Green Area provided is 10.22 % of

plot area (2441.9 Sq. m).

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, hence no 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. However,

with proposed green cover and additional 60 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 2400 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 30.39 % ground coverage and leaving large open spaces negate the

development of Heat Island Effect. As the proposed project will have only about 2400

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- XXIII-2 to Annexure- XXIII-3

The fuels used in this residential 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 2400 persons, air pollution is not expected to be

a major concern. Hence, the air quality predictions have been carried out. 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.

The project proponent has proposed to provide well organized parking. The provided

parking details are as under:

Required Parking:

Required Parking = Achieved F.A.R / 75 = 29094.56 /75 = 387.92 E.C.U

Add 25% Visitors Parking = 387.92 x 0.25 = 96.92 E.C.U

Total = 387.92 E.C.U + 96.92 E.C.U = 484.84 E.C.U say 485 E.C.U

TOTAL E.C.U Required = 485.00 E.C.U



Parking Provided:

Total Parking Provided = 523.00 E.C.U

Provision for Parking of 523.00 E.C.U. has been made as follows:

Floor

Provided

Total E.C.U CARS TWO WHEELERS

E.C.U SCOOTERS E.C.U

STILT 64.00 0.00 0.00 64

OPEN GROUND 368.00 57.00 19.00 387

BASEMENT 72.00 0.00 0.00 72

TOTAL 504.00 57.00 19.00 523

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- XXIII-2 to Annexure- XXII-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 (156 large trees in addition to shrubs and other small plants) 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 provide 1 D.G. Sets of capacity 250 kVA for common facilities. 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.

Total power requirement of project is 2102.01 KW. The power will be received from

JVVNL at 33 KV supply voltage, it will be stepped down to 0.433 KV through one 3150

kVA transformer.

D.G. sets 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. sets 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 is no any existing structure.

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 2400 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

Jaipur Development Authority 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, aluminum, 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, approx. 5000 m³ of construction debris and 8,000 m³ (approx.) earth as recycled

material is available and will be used in road construction resulting in saving of Rs.10.00

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 Project (kg/day) = 0.41 X Estimated Population

= 0.41 x 2400

= 984 kg/day

Dry waste @ 60% Total Waste Generated = 590.40 kg/day

Wet Garbage @40% Total Waste Generated = 393.60 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 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

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.

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

down to 0.433 KV through one transformer of 3150 kVA capacity.The power

requirements of the project will be met by Jaipur Vidyut Vitaran Nigam during

construction and operation phase.

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

Transformers

250 kVA

3150 kVA

33 KV to 0.433 KV

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‟.

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.K

0)

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

Illustrate the applications made in the proposed project.

Jaipur 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.

Methods Used To Conserve Energy:

1. Use of CFL 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)

i

Total Flats Light Load- 1320 KW can be reduced by

11.78 % if we use CFL Lamps in place of Flourescent/

Incandescent Lamp

155.52

ii Total Landscape & Street load -20 KW can be reduced by

100% if we use solar powered fixtures. 10.00

iii

Total Common area light load- 30 KW can be reduced by

16% if we use led lamps in place of

flourescent/incandescent lamps

4.80

iv Total Power load - 1692 KW can be reduced by 10 % if

solar hot water generator is used 252.00

v Total energy conservation achieved 422.32

vi Total energy conservation achieved in percentage 20.09 %

Light & power load saving calculation

S.

No. Energy Conservation Measures

Operation at

load

i Total Light Load in W (55W each light) 213840 W

ii Total Light Load in W (55W each light) 58320W

iii Watts saved by using LED lights in place 155520W

iv KW saved in light load 155.52KW

v KW saved in light load 172.80KVA

vi Total KVA load after saving in lights 2162.76KVA

vii % Light load saving 11.78

viii % Power load saving 14.89

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. CFL lighting in all

common areas will be used although LED is more energy efficient but its cost is high 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 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 be used in case of power failure.

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.K]

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 foam concrete having high thermo insulation

properties. The technical specifications are:

1 Density (Kg/m3) 704.0

2 Thermal Conductivity (W/mK) 0.149

3 Specific Heat Capacity (kJ/Kg.K) 0.92

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 0.1 ACH (air change /hr). 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 ACH.

In well insulated buildings, heat is lost mostly as a result of mass and energy transfer

during 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 flow of hot air from outside into the building.

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

house.

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

ventilated without creating draft of chill 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

Constructi

on

Phase

Site Clearance/

Operation

Dust Pollution Sprinkling of water

above the 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

Temporary internal

roads, loading and

unloading will be

designed to have

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.

Noise

Constructi

on

Phase

Heavy Vehicle

Maintenance

Increased

vehicular noise

The vehicles used for

Construction work shall

be regularly maintained

and shall be asked to

adhere to CPCB norms

Construction of

structure and

earth work

Noise from

vibrators,

Concrete

batching

plants etc.


equipments.

Providing ear plugs to

workers employed in

close vicinity of noise

producing machine.

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


DG Set.

DG set will be enclosed

in acoustic enclosure.

Water

Constructi

on

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 PHED Drinking water will be

supplied by PHED.

Recycled water from

treated effluent of STP

will be used for

flushing and green area

development and all

excess treated water

will be discharged in

drains maintained by

PHED after obtaining

necessary permissions.

Soil Storage of Pollution due to Storage of petroleum



Constructi

on

Phase

petroleum and

other chemicals

mixing of

construction

Material.

and other chemicals on

Impervious floor viz

plain Concrete. Careful

handling of materials

will be ensured.

Construction

debris and earth

Material.

Pollution due to

mixing of

concrete with

soil.

Mixed Concrete and

such debris will be

unloading on

impervious metal

sheets, any waste or

spillage will be

collected and stored

properly used in making

road embankment and

sub base for parking

area.

Transportation

of hazardous

material

Accidental

spilling of

hazardous

material

Construction Process

does not involve

transportation of

hazardous material

except in very small

quantities, lubricant oil

and enamel paint. In

transportation of these

materials all precaution

as required by

regulation will be taken.

Residual paints

solvent,

bituminous

material

Contamination of

soil

Use of non hazardous

emulsion paints, cement

based putty shall be

done require water

thinner/solvent only.

Enamel paint/paint

solvent used in very

small quantity will be

sold and used with

waste generated, will be

handled to authorize

recyclers.

Heavy Vehicle

Maintenance/

Operation

Oil spillage Use of electrically

operated machines to

the possible extant. Oil

tray will be kept below

all potential oil spillage

points for final disposal

of spillage to authorized

recyclers.

Operation

Soil

contamination

due to surface

Oil & Grease trap shall

be provided at STP and

sludge from trap shall



Operation

Phase

run off / Oil and

grease dripping

from vehicle

be dumped at site

approved/authorized by

appropriate authority.

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

Jaipur Nagar Nigam for

final disposal.

Ecology

Constructi

on

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 40 3

2 Landscaping 5 0.5

3 Ground Water Recharge Structure 5.0 0.50

4 Acoustic Enclosure 3 -

5 Dual Plumbing System 20 -

6 Solar Energy Utilization Application 10 3

7 Energy Efficient Lighting 3 2

8 Solid Waste Management 3 1.2

9 Efficient Fixtures 12 -

10 Monitoring of Air, Water, Noise &

Soil

- 2.2

11 Insulation of walls & roof 20 -

Total Rs. 111/- Lacs Rs. 12.40/- Lacs

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. 5,00,000

2. Common Toilet- 4 Nos. @ 10,000 Rs. 40,000

3. Bathing Area- 4 Nos. @ 10,000 Rs. 40,000

4. Stoves to each family- 20 Nos. @ Rs. 2000 Rs. 40,000

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

6. RO Plant (50 lpm) - 1 Nos. Rs. 50,000

Total Rs. 6,95,000

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. 15,000

3. Electricity and general expenses Rs. 2,000

4. Proponent will encourage labour to send their children to

nearby school for which financial support will be made.

Rs. 12,000

Total Rs. 57,000

Details of CSR Activity

Proposal under Corporate Social Responsibility for Proposed Group Housing Project “Ashadeep



Rainbow” coming up Plot No.-GH-1, Ashadeep Kings Court Scheme, Village- Girota, Tehsil -

Sanganer, District- Jaipur, Rajasthan is as per attached socioeconomic survey and CSR proposal

report.

appendix ii (see paragraph 6) form -1 a (only for...

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