Form 1 & 1A for Pirangut Project Tal Mulshi - Environmental ...

Form 1 & 1A for Pirangut Project Tal Mulshi Pune

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APPENDIX - II

(See paragraph 6)

F O R M - 1 A

(Only for construction projects listed under item 8 of the Schedule)

CHECK LIST OF ENVIRONMENTAL 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

1.1. Will the existing landuse get significantly altered from the project that is not consistent with the surroundings? (Proposed landuse must conform to the approved Master Plan / Development Plan of the area. Change of landuse 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 land use is in conformity with the DP of the area.

Annexure – 1 : R P Plan Annexure – 2 : Layout Plan Annexure – 3 : Site Location Map Annexure – 4 : Contour map

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.

Total Area of the Plot : 368190.00Sq.m.

Proposed B/U Area : 147246.30 Sqm.

Area under Road development:

Internal Road : 47362.16 Sqm Total Open Space : 31160 Sqm.

Total Landscape Area : 31160 SQ.M

The overall area of the plot is 368190.00 Sqm of which an area measuring 147246.30sq. m

Sqm will be built up area, 47362.16 Sqm will be developed as internal roads. Amenities of

Form 1 & 1A for Pirangut Project Tal Mulshi

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46739.14 Sqm wil be provided for Club House, Childrens Play area, Indoor games 31160

Sqm will be open space. There will be total 31 number of buildings (2 & 3 BHK) and 186

nos. of Twin Bunglows having 1519 tenements.

Details are as follow.

Sr.no. description Area (SQ.M.)

1 Gross land area as per 7/12 extract 368190

Area of plot as per demarcation 369894.24

Taken whichever is minimum 368190

2 Deduction for

a Road widening 14057.75

b Agricultural - no development zone 42537.97

3 Net Gross plot area 311594.28 4 Deduction for a amenity space 15% 46739.14

b open space 10 % 31159.43

c internal roads 47362.16

5 Net plot area (3-4a - ab) 186333.55

6 Addition for FSI

a road widening 14057.75

b amenity space 46739.14

c internal road 47362.16

7 Total ( 5 + 6 ) 294492.60

8 Permissible FSI (1 of 7 ) 294492.6

9 Proposed FSI (0.5 of 7 ) 147246.30


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Permissible FSI statement Sr.no. Type of

building Builtup area/ floor

No. of floors

Builtup area/ building

No. of Buildings/ Unit

Total builtup area

1 B - 3 bhk 460.09 11 5060.99 6 30365.94

2 C - 2 bhk 311.57 11 3427.27 14 47981.78

3 D - 2 bhk 379.96 11 4179.56 10 41795.60

379.96 8 3039.68 1 3039.68

4 Twin Bungalow 1 TO 186

129.31 186 24051.66

Total 15836.81 217 147234.66

TENEMENT STATEMENT:

Sr.no. Type of building

No. of Buildings/ Units

No. of Floors

No. of Ten. / Floor

Total Tenements in Cluster

1 B - 3 bhk 6 11 4 258 4 C - 2 bhk 14 11 4 602 5 D - 2 bhk 11 11 4 473 6 Twin Bungalow

1 TO 186 186 G + 1 1 186

Total 217 1519

Total no. of Tenements 1519

Occupancy per Tenement 5 persons

Total no. of population ( 1519 x 5 ) 7595


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Parking Statement


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As proposed project complex will having internal road, it will be 6.0 m wide for accessing to

the proposed project

Internal circulation pattern will be set so as to cause no any congestion within the complex.

Parking space will be allotted within the campus. There will not be any congestion because

adequate space will be provided so as to park the vehicles within plot.

vi) LANDSCAPING AND TREE PLANTATION

The green belt area will be 31160 SQ.M to keep the campus green and environment

friendly. In this plot area total 450 No. of trees will be planted.

The Project proponents have proposed a landscape development plan, which includes

planting of flowering and shady trees, shrubs and lawn within the plot.

The open spaces inside the plot will be suitably landscaped and covered with

vegetation of indigenous variety.

List of trees:

Sr No Botanical Name Common Name

1 Acasia auriculiformis

2 Azadirachta indica Neem

3 Albizia lebbeck Shirish

4 Alstonia lebbeck Saptarani

5 Bauhinea purpurea Kanchan

6 Erthyrina indica Pangara

7 Peltophorum ferrugineum Copper Pod Tree

8 Cassia fistula Bahava/ Golden Shower Tree

9 Lagestromia speciosa Flos Reginae

10 Butea monosperma Palas/ Flame of Forest

11 Pongamia pinnata/glabra Karanj


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12 Millingtonia hortensis Indian Cork Tree

13 Terminilia cuniata Arjun

14 Parkensonia aculeatea

15 Samania saman Rain Tree

16 Brassia actinophylla Umbrella Plant

17 Plumeria alba Chapha

18 Bambusa vulgaris Goplden Bamboo Verigated

List of Shrubs

Sr No Botanical Name Common Name

1 Thevetia nerifolia Bitti

2 Nerium oleander Kanher

3 Murraya exotica Kunti

4 Ficus benjamina Ficus

5 Raphis palm Lady Palm

6 Pogonatherum paniceum Bamboo Grass

7 Hibiscus rosa sinensis Hibiscus

8 Catharanthus rosea Sadaphuli, Vinca

9 Hamelia patens Hamelia petans

10 Chrysaltis carpus Areca palm

11 Tabernaemontana Tagar

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 land use, and disturbance to the local ecology).

Although it is a construction activity, its impact on air quality, water quality, noise

and soil will not be notable. As a matter of fact this activity will have positive impact

on socio-economic culture of people residing in the vicinity of the proposed area.


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There will not be any disturbance to the local ecology as the selected site for the

construction is a barren land.

The project site and the surrounding area have propsed buildings. The open area will

be occupied by vegetation, which will be helpful in increasing green cover of the area.

Proposed project will require manpower during construction phase and operational

phase thereby creating job opportunities. Local skilled and unskilled laborers will

have an opportunity for employment directly or indirectly. There will be additional

employment for the poor strata of society by way of domestic helpers, drivers,

cleaners etc.

Due to the proposed project, facilities are likely to grow in line with the development.

As during the construction and operational phases of the project a workforce will be

needed this will be including both skilled and unskilled people. The introduction of

workers from areas outside the region, could introduce a potential effect on the local

culture, habits and economics.

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).

A. Details of Soil quality and slope

Generally, soil types found in Pune district are black, copper, red and paddy soil. Soil

blends of variable proportions are modified by sand, gravel, lime salts and other

ingredients. Soil erosion is acute in these soils because of the sloppy nature of lands

mostly unprotected by natural vegetation due to over grazing.

Samples were collected within a radius of 10 Km in the study area. Soil samples

collected and were analyzed for pH, moisture content, water holding capacity, organic

matter, ammonia nitrogen, potassium, phosphorous, Magnesium as Mg, Chlorides as

Cl-, Sulphates as SO4-- using standard methods of Association of Official Agricultural

Chemist. Results of analysis are presented in Annexure-5 Land at the project site is

tableland and has no major slopes.


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(REFER ANNEXURE 5 – Soil Analysis Report)

(REFER ANNEXURE 4 - CONTOUR MAP)

The geology of the Pune consists of Deccan traps with inter-trapped beds. The

volcanic lava flows are spread out in the forms Horizontal sheets or beds. Pune is a

plateau city situated near the western margin of the Deccan plateau. The main system

of hills is Sahyadri, which run south in the western portion of the district. Pune is

situated at latitude of 18o31’ N and longitude 73o51’east. Mean elevation of the site is

560 meters.

B. Vulnerability to Seismicity and precautions:

As per the Seismic Zoning Map of India (given in Enclosures) Pune region falls under

Zone- 3. Stability Certificate, as per prevalent IS Code will be obtained for these

buildings from registered Consulting Structural Engineer considering the seismic

forces and wind forces etc.

(REFER ANNEXURE 6 – Seismic Zoning Map)

C. Vulnerability to Subsidence

Ground level of the plot is plain land. Backfilling in the vicinity of site is not included

in the project plan. Hence, subsidence is not expected.

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)

Not Applicable.

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.)

During construction total earthwork involved 1000 Cu Ft. This will be used for

backfilling purpose onsite


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

CONSTRUCTION PHASE:

Total water requirement during construction phase shall be 20 cum/day approximately for construction as well as domestic use for the workers working on the site and also for the construction purpose. This water will be made available from tankers. Toilet block consisting of 5 toilets will be provided with Septic tank and Soak pit.

The Biodegradable waste will be composted at site and non-biodegradable solid waste will be sent recycling. The construction debris will be used for development of Landscape.

All required sanitary and hygienic measures should be in place before starting construction activities and to be maintained throughout the construction phase.

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)

Not Applicable

1.9. Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal)

Construction debris and waste during construction will not cause health hazard. Temporary housing will be provided at the site for 50 workers in the form of Labour camp within the site. Solid waste generated during construction will be handover to PMC.

Construction debris generated will be used for development of landscape.

All the waste generates will be properly treated and taken care of, therefore will not create any 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. The proposed source of water will be Water Works Department (Zila Parishad). It is

proposed that water will be available from water department. The under ground tank

(UGT) be provided for the filtered water storage tank. Water may be pumped from


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proposed UGT to the overhead tanks on all buildings through a hydro pneumatic tank

filling system. It will be then distributed to Overhead tank on terrace building.

During construction: 20 KLD Source: Tanker water.

During operation: Source: Water Works Department (Zila Parishad)

Total Water Demand is 1630.7 Cu.M Domestic Water Demand is 683.6 Cu.M` Landscape Water Requirement 588.3 Cu.M

Club house water Requirement is 17 Cu.M 930.1 Cu.M of water will be used as recycled water from Flushing & Gardening

No. of Tenement: 1519 No. of Persons: 7595

Description Water Requirement

Loss Sewage

Water use Generation

Fresh Recycled

Domestic for residence ( @ 90 LPCD )

683.6 68.36 615.24 683.6 ----

Flushing for residence ( @ 45 LPCD )

341.8 34.18 307.62 ---- 341.8

Clubhouse 17 4 13 17

Landscaping 588.3 588.3 -- -- 588.3

Total 1630.7 694.84 935.86 700.6 930.1 Balance 5.76 m3 of Water will be connected to pond.


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

water?

The source of water during operation Water Works Department (Zila Parishad).

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) The source of water during operation Water Works Department (Zila Parishad).

(REFER ANNEXURE: 5- WATER QUALITY)

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

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

About 930.1 Cu. Mt of water will be recycled for Flushing at residential building, & landscaping.

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)

Not Applicable.

2.6. What is the incremental pollution load from wastewater generated from the

proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) The quantity of sewage is about 80% of domestic water consumption. The wastewater-generated form the proposed activity shall be domestic. The sewage will be collected from 1519 tenements.


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

details of the facilities created.

DETAILS OF STORM WATER DRAINAGE SYSTEM

Total no. of pits for roof water collection is 215. 12900 Cum.

Rainwater utilization: Avg. Rainfall – 853mm /monsoon. For soft areas – 144124 x 0.853 = 122938.50 Cum (This percolates directly in to the ground.) For hard areas – 120730 x 0.853 = 102982 Cum (Water collection) Assuming monsoon of 103 days, avg. water collected = 103000/103 = 1000Cum/day.

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? The proposed land use is in conformity with the DP so there will not be any land use change. The runoff from the project site will be used for recharging the aquifers. The Storm water drains of the area are proposed to be connected to the future drain line which is future development along the project.

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)

Source of water supply will be from Water Works Department (Zila Parishad). The overall ground water level shall rise due to the proposed rainwater harvesting measures. No tapping of ground water is proposed in the operative phase of the project, except during emergency.

Rain water entering into the stilt & lower ground floor through ramps etc shall be collected by Provision of channel drain with pre cast RCC / CI gratings discharging by gravity in to the nearest external storm drain.

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)

The general ground level of the project site will not be elevated. The run off from the site will be filtered mechanically through recharge pits and then will reach aquifers thereby preventing direct pollution of land or aquifers.


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The plot is at Pirangut Pune. The run-off during construction period will be contained within the plot/excess quantity will be diverted to the natural water body, post treatment in case of any contamination.

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)

The storm water from the site will be used for recharging the aquifers. Recharge pits will be created on site.

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 number of workers will be 160. Temporary housing will be provided at the site for 50 workers. Municipal solid waste generated during construction will be composted at site. Septic Tank and soak pits are provided for the construction labours. So activity will not lead to unsanitary conditions at the site.

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 will be collected from 1519 tenements. The quantity of sewage is about 80% of domestic water consumption. The wastewater-generated form the proposed activity shall be domestic. Sewage will treated in the Sewage Treatment Plant of 950 Cu. Mt. The treated sewage will be partly recycled for flushing & partly connected to municipal sewer line. (PLEASE REFER ANNEXURE – 8 for SEWAGE TREATMENT PLANT) DESIGN BASIS The STP is designed to treat the raw wastewater generated from domestic sources including kitchen having following characteristics as given: Flow 25 m3/hr Average Peak factor 3.0 times for 2 hours Operating period 18 hrs / day Inlet and outlet parameters:


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S. No PARAMETERS Values for raw sewage

Values for treated sewage after Tertiary Treatment

(INFLUENT) in mg/lit

(EFFLUENT) in mg/lit

a. PH 6.5 - 8.5 7.0-8.0 b. BOD mg/lit 300 <5 c. COD mg/lit 600 <10 d. TSS mg/lit 300 <30 e. OIL &

GREASE mg/lit 50 mg/l <10

ASSUMPTIONS

1. The plant is designed to operate at max. +/- 10 % variation in raw wastewater parameters.

2. No other parameters other than mentioned above is present in the raw wastewater

which is beyond Pollution Control Norms and hazardous to micro – organisms.

PROCESS DESCRIPTION

The sewage will be first passed through a Bar Screen Chamber & an Oil & Grease Trap where any extraneous / floating matter would be trapped. The sewage would then be collected in a Receiving Sump where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble diffusion. The equalized sewage will then be pumped to the Fluidized Aerobic Bed (FAB) Reactors where BOD/COD reduction is achieved by virtue of aerobic microbial activities. The FAB reactors would be running in series. The oxygen required will be supplied through coarse air bubble diffusers. The excess bio-solids formed in the biological process will be separated in the downstream Tube Settler Tank. The clear supernatant after disinfection shall be used for landscaping / gardening. The biological sludge generated from the FAB, which is settled in the Tube Settler, will be drained to the Sludge Holding Tank from where it can be sent to press filter to reduce the volume. It is removed periodically for suitable disposal in composting plant.

2.14. Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use.


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The sewage will be collected from 1519 tenements. The quantity of sewage is about

80% of domestic water consumption. The wastewater-generated form the proposed activity shall be domestic. Sewage will be treated in the Sewage Treatment Plant of 950 Cu. Mt. The treated sewage will be partly recycled for flushing & partly connected to municipal sewer line.

3. VEGETATION

3.1. Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with it’s unique features, if any) There will not be any threat of the project to the biodiversity. The selected site for project is barren land. The Project proponents have proposed a landscape development plan, which includes planting of flowering and shady trees, shrubs and lawn within the plot.

Flowering plants, shrubbery and lawns shall be planted. So, Biodiversity will turn increase.

(REFER ANNEXURE 4 – CONTOUR LEVELS PLAN

3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)

Selected site is barren land. However, the project site will cover the flowering plants, shrubs and lawns. The open spaces inside the plot will be suitably landscaped and covered with vegetation of indigenous variety.

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)

The site presently is Barren land. There is no important site feature so as to cause any impact on important site features.

LANDSCAPING AND TREE PLANTATION

The area 31160 SQ.M will be covered by tree plantation & landscaping so as to give rest of the area massive to keep the campus green and environment friendly. In this plot area total 450 No. of trees will be planted. The Project proponents have proposed a landscape development plan, which includes planting of flowering and shady trees, shrubs and lawn within the plot. The open spaces inside the plot will be suitably landscaped and covered with vegetation of indigenous variety.


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4. FAUNA

4.1. There likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details.

The floristic component of the area does not include any rare or endangered species. Thus, impact on rare and endangered species of flora is nil. There are no potential sources of impacts on terrestrial biological environment during operation phase of proposed project

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

Biological Environment:

The project site and the surrounding area have plain land. The whole area will be occupied by vegetation. The plantations, which would be grown in the proposed area, will be helpful in increasing green cover in the area. This would also increase avifauna in the area.

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

The proposed project will not have any adverse impact on the flora or fauna.

5. AIR ENVIRONMENT

5.1. Will the project increase atmospheric concentration of gases & result in heat islands? (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)

As this will be a construction project, air pollution is not expected to be a major concern. There will not be notable increase in pollution therefore dispersion model calculations are not done. But the data on Ambient Air Quality have been collected during the study period.

Air quality is represented generally in terms of concentration of Suspended Particulate

Matter, Sulphur Dioxide and Oxides of Nitrogen and Carbon Monoxide, lead and Ammonia. A wide variety of sources contribute SPM in ambient air. Some of them are construction activities, vehicular emissions, industrial process emissions, dust storms etc. In view of the revision of national Ambient Air Quality Standards by Central Pollution Control Board ambient air quality stations were identified and monitored with High Volume Sampling apparatus.

(REFER ANNEXURE 5: AIR QUALITY MONITORING STATIONS)


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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, Suspended Particulate Matter, dust, will be the main

pollutant, which could be generated from site development activities. Concentration

of SO2, NO2 and CO may rise a little due to traffic. Proper upkeep and maintenance of

vehicles, sprinkling of water on roads and construction site and providing sufficient

vegetation all around the plant site are some of the measures that would reduce the

impact during construction phase.

It is generally observed that SPM levels are higher in dry weather i.e. during summer

and winter seasons. Pollutant load of the atmosphere is generally low during monsoon

as the gaseous pollutants tend to dissolve and particulate pollutants get adsorbed

forming aerosols.

Fog formation aggravates the problem as rate of dispersion of pollutants reduces.

High wind velocity is helpful for dispersion of pollutants. Higher temperature and

pressure in the troposphere is helpful for better dispersion of pollutants. In general,

effective dispersion of pollutants in the atmosphere depends primarily on the degree

of stability of the atmosphere and on its turbulent structure.

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 proponents will provide a total number of 1135 four-wheelers parking,and 2268 two wheelers

Measures proposed for improvement including traffic management at the entry and exit to the project site are:

Maintaining flow of traffic for approach roads

Entry and Exit points carefully placed so as not to disturb this flow

One way traffic inside the complex for comfortable movement of vehicles and

reduction in possibility of congestion.

There will be one entry and exit gate provided to enter within campus and

vehicles will be park accordingly with the building.


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5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.

About 47362.15 Sqm will be the area under roads. Internal roads created will be more than 6 meter wide will also serve as pedestrian pathways and footpaths.

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 proposed activity being of constructionl type will not cause a notable increase in the noise and vibration during operation. However, use of heavy machinery is inevitable during construction phase of the project. Sources of noise Pollution during construction phase are machinery like Earthmoving Machinery Mini Hoist Crane, Hoist Crane, Concrete mini mixer, Weigh batcher, Compressors and transportation materials. Incremental increase in baseline noise levels due to this proposed project will not exceed 55 dB(A). The post project noise levels at the nearest habitation will be less than the stipulated standards of CPCB.

Noise has various adverse effects on workers and their activities. The first and foremost effect of noise on workers exposed to high noise level over a long period of severe impulsive noise of short duration is ‘Loss of Hearing’. This effect is either temporary or permanent in nature depending upon the length and severity of noise exposure. Other effects of noise are such as blood pressure, cardiovascular problems and ulcers. Some studies also point to noise related learning difficulties, reduced work efficiency, irritation, fatigue, increased accidents and errors and socially undesirable behavior.

MITIGATIVE MEASURES:

The project proponents have agreed to take precautions to control noise pollution as mentioned under:

Use of equipment generating noise of not greater than 90 dB (A).

High noise generating construction activities would be carried out only

during daytime. Also, adequate parking space will be provided to avoid

crowding and noise pollution

Installation, use and maintenance of mufflers on equipment.

Workers working near high noise construction machinery would be supplied

with ear muffs/ear plugs.

(REFER ANNEX –15 FOR EMP)


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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.

DURING CONSTRUCTION PHASE:

Sources of noise Pollution during construction phase are machinery like Earthmoving Machinery, Mini Hoist Crane, Concrete Mixer, Lift lade, JCB, Dumpers, Compressors and transportation materials.

DURING OPERATION

These Machineries will be used only during daytime

Canopies will be provided to these mechanical devices to reduce noise and vibration. There will not be any considerable impact on the ambient air quality around the project site as CPCB approved DG sets along with acoustic room will be developed and plantations will be provided.

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?

Proposed construction will not result in obstruction of a view, scenic amenity or landscapes. The open spaces have been picturesquely landscaped to capture the variety of flowers and plants.

6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

Not Applicable

6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out.

No

6.4. Are there any anthropological or archaeological sites or artefacts 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.


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It could be seen that the over all impact on Socio-Economic Environment is positive

and permanent in nature. The impacts on socio-economic environment due to the

proposed project are listed below:

Proposed project will require manpower during construction phase and

operational phase thereby creating job opportunities. Local skilled and unskilled

laborers will have an opportunity for employment directly or indirectly.

There will be additional employment for the poor strata of society by way of

helpers, drivers, cleaners etc.

Due to the proposed project, facilities are likely to grow in line with the

development.

As during the construction and operational phases of the project a workforce will be

needed this includes both skilled and unskilled people. The introduction of workers

from areas outside the region, could introduce a potential effect on the local culture,

habits and economics. Those effects have both positive and negative elements and will

be managed by the project proponents and developers. The construction phase induces

employment opportunities for the local people. About 160 persons will be employed

during peak period.

(REFER ANNEXURE 7: CENSUS DATA & SOCIOECONOMIC ASPECTS

OF PROJECT AREA)

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

Proposed project of construction is coming up in Pirangut, Pune. This area is rapidly

developing and many industries are coming in the vicinity of the project site.

Development of this construction type will cater to the needs.

7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

It could be seen that the over all impact on Socio-Economic Environment is positive

and permanent in nature. The impacts on socio-economic environment due to the

proposed project are listed below:


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Positive Aspects of the Projects are as follows:

Improvement in transport, communication facilities.

Improvement in lifestyle and social status, etc.

Increase in revenue generation.

Due to the proposed project, facilities are likely to grow in line with the

development.

Possible sources of income for this community are direct like Construction

and various job works in township.

As during the construction phases of the project a workforce will be needed

which will be including both skilled and unskilled people. The introduction of

workers from areas outside the region, could introduce a potential effect on the

local culture, habits and economics. Those effects have both positive and

negative elements and will be managed by the project proponents and

developers. The construction phase induces employment opportunities for the

local people. About 150-160 persons will be employed during peak period.

The open spaces have been picturesquely landscaped to capture the true lavish

ambience of a vacation resort replete with palms, water bodies, fountains and a

variety of flowers and plants.

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)

Conventional construction materials used from nearest source to minimize energy consumption for transportation

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, sources of noise pollution will be due to operation of

machinery like Earthmoving Machinery, Mini Hoist Crane, Hoist Crane, Concrete

mini mixer, Weigh batcher, Compressors and transportation materials as well as


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transportation vehicles. This will cause nuisance to the occupants of the nearby area.

The project proponents have agreed to take precautions to control noise pollution as

mentioned under:

Use of equipment generating noise of not greater than 90 dB(A).

High noise generating construction activities would be carried out only during

daytime.


Workers working near high noise construction machinery would be supplied with

ear muffs/ear plugs.

(REFER ANNEXURE 5- BASELINE STATUS OF NOISE QUALITY)

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

Solid waste that would be generated due to excavation will be in the form of rubble

and soil. This soil and rubble would be used for development of Landscape.

Construction debris will be reused for backfilling of roads and other construction.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

Solid waste will be generated in the campus is domestic type having source separated

dry and wet components. As far as possible the dry waste like paper, cardboard boxes,

thermocol packing, plastics etc. shall be sent for recycling purpose. However, wet

waste, which is biodegradable, shall be converted to bio-compost by adopting

following aerobic composting method. The quantity of biodegradable waste generated

is about 3400 kg/day i.e. 3.4 T/day. The ‘In vessel process’ will be used for

composting of solid waste.

Solid Waste Management

Quantity of solid waste – 3400 kg/day i.e. 3.4 T/day Quantity of wet waste – 2.1 T/day considering 50 kg/day Garden waste Quantity of dry waste – 1.3 T/day. Biodegradable and non biodegradable waste will be segregated.


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Dry waste will be sent for recycling and wet waste will be treated by ‘In Vessel Process’ for composting.

A) ‘In vessel process’ is based on the following principles.

Valuable resources must be recovered & reused / recycled.

Biodegradable matter must be composted.

Minimize the material to be disposed off in a landfill.

B) Procedure to be followed

The segregated wet MSW arrives on site.

MSW is screened using vibro sieve.

Manual Segregation is done.

Non-biodegradable matters if any is separated for reuse & recycle.

Valuable resources are offered to rag pickers.

Biodegradable matter undergoes size reduction through a shredder.

Specific Vessels are used in the project.

One vessel can accommodate about 5 MT shredded waste.

Everyday specially developed Microbial inoculant is mixed with shredded

biodegradable matter at the rate of 1 kg/MT. of biodegradable waste.

The bio-degradable matter will remain in the vessel for 10 days (Minimum)

The composting system in the Vessel is maintained aerobic using air supplied by

compressor.

The organic matter in the vessel undergoes rapid decomposition due to the

secretion of enzymes by microbes present in microbial inoculants.

The organic compost is taken out from vessel after 10 days.

The compost shall be used in gardens, lawns & other plants.

C) Benefits of ‘In Vessel Process’

Complete system for treatment & disposal of MSW.

The total MSW arriving on the site is cleared on the same day.

Works round the year.

Provision for recovery from MSW in the form of metals, bottles, Paper,

plastic etc.

Provides a scientific method for the production of organic compost.


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Elimination of foul odour.

Elimination of Pathogens and weed seeds.

Problem of rodents and insect pests is avoided.

Aesthetically acceptable.

Treatment time is substantially reduced.

Eco-friendly

Economical

Requires less space for the treatment.

Load on the landfill is reduced, thus requires less land for disposal.

D) Organic compost quality parameters:

1. Moisture 15-20%

2. Total Organic Carbon 16-20% (min)

3. C:N < 20:1

4. Nitrogen 0.8 (min)

5. Phosphorus (P2O5) 0.5-0.8%

6. Potassium (K2O) 1-2%

7. pH 6.5 – 7.5

Free from pathogens and weed seeds.

E) Benefits of Organic compost:

Improves soil structure.

Better water holding capacity.

Better aeration & exchange of gases in rhizosphere.

Buffering of excessive variations in pH.

Excellent cation exchange capacity

The chemical fertilizers are better conserved hence more easily

available to plants in presence of organic compost.

It is a well-known fact that the required dose of synthetic fertilizer is

much higher in lands deficient in organic content than the compost

having high organic content. Thus reduced expenditure, reduced

leachates, and reduced environmental pollution.


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Organic compost is essential for beneficial soil micro flora.

F) ‘In Vessel Process’ requirements

A) Equipments

1. Sieve 1 No.

2. Shredder 1 No.

3. Compressor 1 No.

4. Squeezer 1 No.

5. Vessels 1 Nos.

6. Required tools & tackles 1 Set

7. Ozonation treatment unit 1 Unit

B) Man power

Workers 4 Nos.

C) Infrastructural facilities

1. Water connection (500 liters. Storage tank)

2. Electrical supply (3 phase 5 HP)

3. Space required – 320 sqm. including Shed.

MSW Treatment: Schematic Diagram

BIODEGRADABLE MATTER

SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULENT

ORGANIC COMPOSTLEACHATE

GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULANT


GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULENT


GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULANT


GARDEN USE STP

VESSEL


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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?

Source: Maharashtra State Electricity Distribution Company Limited.

During construction: Source:

DG Set: 45 KVA (1nos.)

During operation: Source of Supply – – M.S.E.D.C.L Transformer 630. KVA (2nos.)

1) No. of Transformers-3 No 2) No. of DG Sets – 2 3) Capacity of DG Sets –100 Kva

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

D.G.SET .for Common Load like Lift, Pumps, Fire-fighting Pumps and Common parking and Street Lighting.

Quantity of DG set – 160 KVA –1Nos.

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?

Normal 6 mm clear float glass is used. The glass will allow short as well as long wave

radiations to pass through. However, use of sunscreens on window panes will reduce

heating inside the buildings.

9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

The external walls exposed to high solar exposure are double walls/cavity walls. Most of the openings are with appropriate sunshades to cast shadow inside the room. Most of the external facades are double height terraces, which help in reducing direct exposure to solar heat.


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Top terrace that is exposed directly to sun is covered by pergolas, which serve dual purpose. It helps in reducing the direct exposure to sun as pergolas cast shadow on the floor.

ARCHITECTURAL DESIGN

Maximum ground is covered by green patches to reduce reflection of heat from ground surface.

Shade giving trees are proposed around the condominium especially on South and west side to cast shadow on the ground and building.

By accommodating maximum parking areas are covered parking, heat generation due to vehicle is compressed below the building.

Thermal Paint application is proposed for external walls which reduce and reflect heat. Direct exposure to sun is reduced by proposing double height terraces and double wall external walls. Adequate sunshades are proposed.

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.

Street lighting will be considered within the complex. For the emergency lighting proper provision will make by considering available stocks. Solar hot water system will be not used within complex.

The appurtenant spaces where common lighting is required are proposed to use unconventional energy.

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 Roof? How much energy saving has been effected?

The construction is designed in order to assure maximum of the natural light and ventilation in the structure. Thermal Paint application is proposed for external walls which reduce and reflect heat. Direct exposure to sun is reduced by proposing double height terraces and double wall external walls. Adequate sunshades are proposed.

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.

As it is a construction project with no in built provision for space cooling. Energy efficiency in lighting and mechanical systems will be achieved by:

Purchase of energy efficient appliances


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Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels

Installing programmable on/off timers and sensors for low occupancy areas Use of solar energy for street lights Use of compact fluorescent lamps and low voltage lighting.

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?

The proposed project is of construction type and will not have space conditioners or glass walls. Alteration of microclimate is not notable in this case. The glass will be used in a way just to provide optimal lights inside. Also the glass used will be energy efficient to reduce the heat gain inside the building.

Systematic design of buildings in order to assure maximum natural ventilation and light will be considered to reduce the effect of creation of heat island.

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 the U-values or the R values of the individual components.

RCC Roof Slab = 100 mm, Tiling = 20 mm, Brickbat = 20 mm. U VALUE = 3.149 W/sq.m degree C & R VALUE = 0.317

External brick wall = 150 mm with cement plastering 10 mm on both the side. U VALUE = 2.225 W/sq.m degree C & R VALUE = 0.45

Thermal Characteristics of the building envelope:

Terraces will be treated with a layer of brick bat coba for reduction in heat gain through roof.

Overhang projections and horizontal and vertical elevation band of 0.3m will be provided around the windows which will be reducing solar heat gain but will assure maximum natural light and ventilation in the buildings.

External shading is prominently used in the complex it intercepts solar heat before it reaches the glass/ wall.

External walls are 150 mm with 10 mm plaster on both the sides [cavity wall], double height terraces are provided to reduce direct exposure to sun. The external walls of the buildings will be coloured with light slightly tinted colours to reduce solar heat gain and will reflect heat.

9.10. What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.

The project proponents shall follow all the safety rules and regulations as prescribed by regulatory authority.


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9.11. If you are using glass as wall material provides details and specifications including emissivity and thermal characteristics.

The entire building is designed with appropriate openings to reduce heat energy inside the building. No use of glass as wall material.

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

The ground surfaces are covered with green patches to have dust control. These Openings too habitable spaces are adequate just to be functional. The openings are covered with dust proof, air and water light aluminum glazing.

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.

No Use of Solar energy has been proposed.

10. Environment Management Plan

The Environment Management Plan (EMP) would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle 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 case of emergency such as accidents at the site including fire.

(PLEASE REFER ANNEXURE - 10 FOR EMP)


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LIST OF ANNEXURES

“I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost. Date: 26.11.2015 Place: Pune

Signature of the applicant Pact Real Estate Pvt. Ltd., COMMERZONE, Survey No. 144 & 145, Samrat Ashoka Path, Off Airport Road, Yerwada, Pune - 411006

SR. NO. DESCRIPTION 1. R P Plan 2. Layout Plan 3. Site Location 4. Contour Levels Plan 5. Monitoring reports 6. Seismic Zoning Map 7. Census Data and Socioeconomic Aspects of Project area 8. Sewage Treatment Plant - Schematic Plan 9. In-Vessel Process : Solid Waste Management 10. Environmental Management Plan

ANNEXURE 1

ANNEXURE 2

ANNEXURE 3

ANNEXURE 4

ANNEXURE 5

ANNEXURE 6

ANNEXURE – Locations for census data

Sr. No.

Name No. of households

Total population Scheduled Castes

Scheduled Tribes

Literates Total Main & Marginal Workers

Non Workers

TP M F 01 Project

Site(Pirangut)

1318 6404 3250 2790 238 63 3816 2593 3447

02 Lavale

824 4211 2155 2056 461 201 2573 2324 1887 03 Urawade

551 2556 1333 1223 169 67 1524 1192 1364

04 Bhugaon

660 3274 1729 1515 168 15 2178 1460 1814

05

Nande 436 1635 903 732 200 44 660 1096 539 06 Bhukum,

429 2186 1144 1042 221 9 1430 1251 582

07 Bavdhan Bu. 425 3125 1668 1477 196 60 1687 1250 382

08 Bavdhan kh. 460 2876 1554 1322 230 20 1524 1450 422

09 Lawarde,

368 1643 1018 625 53 198 674 113 530

10 Paud

674 3109 1607 1502 364 67 1241 1100 2009

11 Ghotawade.

427 2005 1009 996 163 15 1257 128 80

Total 6572 33024 17370 15280 2463 759 18564 13957 13056

ANNEXURE 7

ANNEXURE 8

SOLID WASTE MANAGEMENT PLAN

In Vessel Process


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULENT


GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULANT


GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULENT


GARDEN USE STP

VESSEL


SHREDDER

SQUEEZER

AERATION ODOUR

OZONISATION UNIT

MICROBIAL INOCULANT


GARDEN USE STP

VESSEL

ANNEXURE 9

EMP for Pirangut Project Tal Mulshi

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ANNEXURE – 15

ENVIRONMENT MANAGEMENT PLAN

Pact Real Estate Pvt. Ltd proposes at Construction project at Pirangut. Proposed project of

Construction project is coming up in Pirangut, Tal. Mulshi Pune. This area is rapidly

developing and many industries are coming in the vicinity of the project site.

Development of this township will cater to the needs

The issues likely to develop at various stages of the project e.g. pre-construction,

construction and operation could be addressed by preparing a compatible Environmental

Management Plan (EMP) and its effective implementation. During study it is to be

considered all the environmental attributes such as Air, Water, Noise, Solid waste and

Socio-economic aspects etc.

The main aim of Environment Management Plan (EMP) is to conserve the resources,

minimize the waste generation, treatment of waste, and recycling of material. It also

incorporates vegetation and landscapes of open area and also the post project quality

monitoring.

Environmental Management Plan (EMP) is aimed at mitigating the possible adverse

impact of a project and for ensuring to maintain the existing environmental quality. The

EMP converses all aspects of planning, construction and operation of the project, which

are relevant to environment. It is essential to implement the EMP right from the planning

stage and then continuing it throughout the construction and operation stage. Therefore

the main objective of the EMP is to identify the project specific activities that would have

to be considered for investigation of the significant adverse impacts and the mitigation

measures required.

ANNEXURE 10


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During study of the environmental attributes it was seen that all the aspects would be

considered to promote the better development in case of future aspects of project as well

as environmental aspects.

1. WATER MANAGEMENT

Being a Construction project only domestic sewage will be generated. This sewage

will be treated in the full-fledged Sewage Treatment Plant (S.T.P.) within premises.

The treated sewage will be reused for the gardening & flushing.

During construction septic tank and soak pit shall be provided with toilet facilities to

meet the daily needs of labour during working hours.

DESIGN BASIS The STP is designed to treat the raw wastewater generated from domestic sources including kitchen having following characteristics as given: Flow 25 m3/hr Average Peak factor 3.0 times for 2 hours Operating period 18 hrs / day Inlet and outlet parameters:

S. No PARAMETERS Values for raw sewage Values for treated sewage after Tertiary Treatment

(INFLUENT) in mg/lit (EFFLUENT) in mg/lit

a PH 6.5 - 8.5 7.0-8.0

b. BOD mg/lit 300 <5

c. COD mg/lit 600 <10

d. TSS mg/lit 300 <30

e. OIL & GREASE mg/lit

50 mg/l <10


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ASSUMPTIONS

1. The plant is designed to operate at max. +/- 10 % variation in raw wastewater parameters.

2. No other parameters other than mentioned above is present in the raw wastewater

which is beyond Pollution Control Norms and hazardous to micro – organisms.

PROCESS DESCRIPTION

The sewage will be first passed through a Bar Screen Chamber & an Oil & Grease Trap where any extraneous / floating matter would be trapped. The sewage would then be collected in a Receiving Sump where the variations in flow and characteristics are dampened, which otherwise can lead to operational problems and moreover it allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble diffusion. The equalized sewage will then be pumped to the Fluidized Aerobic Bed (FAB) Reactors where BOD/COD reduction is achieved by virtue of aerobic microbial activities. The FAB reactors would be running in series. The oxygen required will be supplied through coarse air bubble diffusers. The excess bio-solids formed in the biological process will be separated in the downstream Tube Settler Tank. The clear supernatant after disinfection shall be used for landscaping / gardening. The biological sludge generated from the FAB, which is settled in the Tube Settler, will be drained to the Sludge Holding Tank from where it can be sent to press filter to reduce the volume. It is removed periodically for suitable disposal in composting plant.

B) Rain Water Harvesting:

Rainwater Harvesting facilities will be created at the project site in the form of

aquifer recharge. However, water requirement for the project will not be met from

groundwater.


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Such rainwater harvesting system should have two-fold objective:

1) To utilize rain water available on the plot in direct way or indirect

way to reduce the load on water supply system.

2) To minimize the storm water drainage load to avoid water logging

locally as well as on larger scale.

Rain Water Harvesting Details

Total no. of pits for roof water collection is 215.

12900 Cum.

Rainwater utilization:

Avg. Rainfall – 853mm /monsoon.

For soft areas – 144124 x 0.853 = 122938.50 Cum (This percolates directly in to

the ground.)

For hard areas – 120730 x 0.853 = 102982 Cum (Water collection)

Assuming monsoon of 103 days, avg. water collected = 103000/103 =

1000Cum/day.


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AIR POLLUTION CONTROL

LOCATION SPM RSPM SO2 NO2 CO LEAD AMMONIA Project Site 72.65 48.26 22.69 26.74 BDL BDL BDL Lavale 81.46 53.69 24.75 27.11 BDL BDL BDL Urawade 68.79 43.85 18.75 20.16 BDL BDL BDL Shivane 79.65 56.74 25.24 28.16 BDL BDL BDL Bhugaon 88.96 60.13 27.41 302.52 BDL BDL BDL

DURING CONSTRUCTION PHASE:

The project will contribute in higher dust levels during construction phase. The concrete

will be made from outside source of Ready Mix Plant. The debris and unutilized

construction material and earth from the construction site shall be removed immediately

to recycle within the project so that no nuisance dust is generated due to wind.

Construction Activities shall not be allowed at Night.

The site being influenced by winds would result in quick dispersal of the pollutants and

thereby the impacts due to NOx and SO2 emissions during the construction will be

negligible. Therefore, considering all the air pollutants, it is not expected that air

emissions due to construction will exceed air quality standards (NAAQS).

Precautions, which would be taken to reduce dust generation during construction phase,

are mentioned as follows:

Concrete supplied from an outside source involve trucks carrying cement, gravel,

sand traveling to site and may cause dust emission thus ready mix concrete

carried in enclosed container will be used as it is better option compared to on site

batch mixing. The operations shall be carried out in a temporary enclosed shed

and workers shall be provided with protection masks.

Dust covers will be provided on trucks that would be used for transportation of

materials prone to fugitive dust emissions.


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Water sprinkling on ground and new construction will be done at regular intervals

to avoid dust generation.

Mitigation measures shall include regular maintenance of machinery and

provision of personnel protective equipments to workers where needed.

Proper upkeep and maintenance of vehicles, sprinkling of water on roads and

construction site and providing sufficient vegetation all around the plant site are

some of the measures that would reduce the impact during construction phase.

AFTER COMPLETION

The proposed project will not have any direct impact on air environment after

completion. To ease the traffic congestion project proponent will provide well-

organized parking arrangement.

The vehicles employed by the developers shall be checked for vehicular

emissions. The developers shall also impress upon the service agencies to get

vehicles regularly checked for vehicular emissions.

During operational phase, Two numbers of D.G. Sets will be provided only in

case of power failures for water pumps, fire pumps/fire fighting system, stretcher

lifts, partial lightings in common lobbies/stairs, partial lighting in stilts / podium

access roads etc. DG sets will be complying with CPCB norms for air pollutants.

Emission during construction and operation will be as per the desirable limits of

CPCB standards.


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2. NOISE POLLUTION CONTROL

CONSTRUCTION PHASE:

During construction phase, sources of noise pollution will be due to operation of

machinery Earthmoving Machinery Mini Hoist Crane, Hoist Crane, Concrete

mini mixer, Weigh batcher etc. as well as transportation vehicles. This will cause

nuisance to the occupants of the nearby area. The project proponents have agreed

to take precautions to control noise pollution as mentioned under

Use of equipment generating noise of not greater than 90 dB (A).

High noise generating construction activities would be carried out only

during daytime.


Workers working near high noise construction machinery would be

supplied with ear muffs/ear plugs.

OPERATION PHASE:

The proposed project being construction, the source of noise is vehicular noise

only. The project proponents have proposed to provide adequate parking

arrangement, which would help in reducing noise levels due to vehicular

movement in the parking area.

The project proponents have proposed a compound wall and rows of trees, which

would act as noise buffer and will reduce the noise level within site.

Canopies will be provided to these mechanical devices to reduce noise and

vibration. There will not be any considerable impact on the ambient air quality

around the project site as CPCB approved DG sets along with acoustic room will

be developed and plantations will be provided.


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3. SOLID WASTE MANAGEMENT

CONSTRUCTION PHASE:

Solid waste would be generated mainly due to excavation in form of rubble and

soil. This soil and rubble would be used for development of landscape within the

project site. The Biodegradable and non-biodegradable solid waste which will be

generated from labours will be sent to Municipal waste bins working within site.

OPERATION PHASE:

Solid waste will be generated in the campus is domestic type having source

separated dry and wet components. As far as possible the dry waste like paper,

cardboard boxes, thermocol packing, plastics etc. shall be sent to Kabadi for

recycling purpose. However, wet waste, which is biodegradable, shall be

converted to bio-compost by adopting following aerobic composting method.

Solid waste from domestic sources shall be treated by the following ways:

• Wet Garbage: Composting within the premises and using it as manure.

• Sludge from S.T.P. will be used in-house.

Biodegradable and Non-biodegradable waste will be segregated. Dry waste will be

sent for recycling and ‘In vessel process’ will be used for composting of wet waste.

Total population of proposed scheme is 7595

Quantity of solid waste – 3400 kg/day i.e. 3.4 T/day

Quantity of wet waste – 2.1 T/day considering 50 kg/day Garden waste

Quantity of dry waste –1.3 T/day.

Biodegradable and non biodegradable waste will be segregated. Dry waste will be

sent for recycling and wet waste will be treated by ‘In Vessel Process’ for

composting.


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4. GREEN BELT DEVELOPMENT

The project proponents also propose to develop landscape garden by planting

approximately 450 numbers of trees, 31160 Sq. m area will be covered by shrubs.

The Project proponents have proposed a landscape development plan, which

includes planting of flowering and shady trees, shrubs and lawn within the plot.

The open spaces inside the plot will be suitably landscaped and covered with

vegetation of indigenous variety.

6. ENERGY CONSERVATION

Energy conservation measures are often the easiest, quickest and cheapest way to

reduce costs and be environmentally pro-active Energy conservation program will

be implemented through measures taken both on energy demand and supply.

Energy conservation will be one of the focuses during the complex planning and

operation stages. The conservation efforts would consist of the following:

Measures to reduce energy consumption -

Minimize use of air-conditioning so as to use of architectural design.

Maximize the use of natural lighting and ventilation through design.

Purchase of energy efficient appliances (CFL FITTINGS)

Constant monitoring of energy consumption and defining targets for

energy conservation. Energy monitoring will be done with the help of

Energy meters.

Adjusting the settings and illumination levels to ensure minimum energy

used for desired comfort levels. Design based on lux level calculations.

Use of compact fluorescent lamps and low voltage lighting.

Sunscreen films on windows to reduce heating inside the buildings.

Awareness on energy conservation will be raised among the users of the

buildings in the complex.


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Maximum priority is given for placement of solar water heaters on top terraces.

The appurtenant spaces where common lighting is required are proposed to use

unconventional energy.

ARCHITECTURAL DESIGN

Maximum ground is covered by green patches to reduce reflection of heat

from ground surface.

Shade giving trees are proposed around the condominium especially on

South and west side to cast shadow on the ground and building.

By accommodating maximum parking areas are covered parking, heat

generation due to vehicle is compressed below the building.

Thermal Paint application is proposed for external walls which reduce and

reflect heat. Direct exposure to sun is reduced by proposing double height

terraces and double wall external walls. Adequate sunshades are proposed.

Thermal Characteristics of the building envelope:

a) Terraces will be treated with a layer of brick bat coba for reduction in heat

gain through roof.

b) Overhang projections and horizontal and vertical elevation band of 0.3m

will be provided around the windows which will be reducing solar heat

gain but will assure maximum natural light and ventilation in the buildings.

c) External shading is prominently used in the complex it intercepts solar heat

before it reaches the glass/ wall.

d) External walls are 150 mm with 10 mm plaster on both the sides [cavity

wall], double height terraces are provided to reduce direct exposure to sun.

The external walls of the buildings will be coloured with light slightly

tinted colours to reduce solar heat gain and will reflect heat.

e) friendly acrylic paint.

Specifications and U values are as follows:


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RCC Roof Slab = 100 mm, Tiling = 20 mm, Brickbat = 20 mm.

U VALUE = 3.149 W/sq.m degree C & R VALUE = 0.317

External brick wall = 150 mm with cement plastering 10 mm on both the side.

U VALUE = 2.225 W/sq.m degree C & R VALUE = 0.45

7. ENVIRONMENT AND SAFETY CARE

The project proponents shall follow all the safety rules and regulations as

prescribed by regulatory authority as under-

Fire and General Safety Measures

The system is having a) Fire Hydrant System b) Fire Alarm System Manual c) Portable Fire Extinguishers

a) Fire Hydrant System--- consist of following

Wet Riser --150 mm dia G I Pipe Class C from terrace to UG Tank. 100 mm dia G I Pipe Class C from water tank to booster pump and pump to terrace.

5 HP Pump at terrace as booster pump. Fire Hydrant Valve, Fire Hose Pipe 63 mm dia, Short Branch Pipe, Hose Reel

drum---On each Landing Fire Inlet at parking and road side. Court Yard Hydrants on each 30 Meter on periphery of building. One Pump on UG tank to give discharge of 2280 LPM@70 meter head.

b) Fire Alarm System

Manual Call Point cum Hooter with microphone on each landing. Talk Back Public Address System Panel at Parking.

c) Portable Fire Extinguishers--at lift room, meter board, parking, transformer room.

During Construction Phase:

Fire Protection equipments like Sand Buckets and extinguishers will be

installed whenever it required.


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During Operation Phase:

Under Ground Storage Tank - Tank 2,50,000 Ltr.

Fire Water Tank Overhead – 20,000 Ltr.

8. SEISMIC ENVIRONMENT AND PRECAUTIONS

As per the Seismic Zoning Map of India (given in Enclosures) Pune region falls

under Zone- 3. Stability Certificate, as per prevalent IS Code will be obtained for

these buildings from registered Consulting Structural Engineer considering the

seismic forces and wind forces etc.

9. WATER LOGGING

The project proponent has made proper storm water drain arrangement and

rainwater harvesting will be implemented within their premises. Hence water

logging will be less.

10. FUNCTIONS OF ENVIRONMENTAL MANAGEMENT CELL

10.1 FORMATION OF ENVIRONMENTAL MANAGEMENT CELL:

Monitoring and feedback becomes essential to ensure that the mitigation measures

planned by way of environmental protection function efficiently during the entire

period of operation. Hence, an environmental management cell comprising senior

officials may be constituted.

To implement the EMP, a structured Environment Management Cell (EMC)

interwoven with the existing management system will be created. EMC will


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undertake regular monitoring of the environment and conduct yearly audit of the

environmental performance during the construction of the project. It will also

check that the stipulated measures are being satisfactorily implemented and

operated. It shall also co-ordinate with local authorities to see that all

environmental measures are well coordinated.

EMC will perform following functions

Monthly review of environmental problems and monitoring of installation /

performance / maintenance of pollution control measures.

Enforcement of latest rules and regulations under relevant Environmental

protection acts.

Preparation of budgetary estimates to seek sanctions for new pollution control

measures if required and / or up-gradation of existing ones based on new

technologies.

Emergency planning

EMC shall meet at least once a month and take stock of progress of work

relating to decisions taken and targets set in the previous meeting.

10.2 FORMATION OF TASK FORCE

A task force having organizational set-up comprising staff of various grades shall

be constituted. The task force will ensure following tasks:

Monitoring activities within core and buffer zone.

Monitoring of efficiency of pollution control schemes.

Preparation of maintenance schedule of STP & composting plant and

ensure that it is followed strictly.

Inspection and regular cleaning of drainage system.

Green–belt development.

Water and energy conservation.

Good housekeeping.


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Appraising EMC on regular basis.

10.3 MONITORING PROGRAM

A comprehensive environmental monitoring program that has been prepared for

the purpose of implementation in the proposed project will be strictly followed to

ensure the success of environmental management activities.

It is proposed to carry out environment monitoring work of factory by MoEF

recognized laboratory. They will assign the work for carrying environmental audit

for each year. Also environment awareness program shall be conducted on regular

basis.

Form 1 & 1A for Pirangut Project Tal Mulshi - Environmental ...

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