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Application for Environmental Clearance(Under category 8 (a) of EIA Notification 2006)
To: State Level Environmental Impact Assessment
Authority of Maharashtra
Proposed Residential & Commercial
Construction Project
AtPlot 662, Wagholi, Pune.Plot 662, Wagholi, Pune.
Project By:
Aslam Haji201, City Point, Dhole Patil Road, Pune -411032
ASLAM HAJIRegd. Office: 1st Floor, City Point, Dhole Patil Road, Pune- 411001.
Tel:+91-20-66226500 Fax:+91-20-66226511
Date: 14/09/2015Ref: Aslam Haji/ Residential & Commercial Construction Project / SEIAA/ Sr. No. 001
Member SecretaryState level Environmental Impact Assessment Authority (SEIAA),MaharashtraRoom No. 217, Annex Building,Mantralay,Mumbai- 400 032
Sub: Applicationfor Environmental Clearance under EIA Notification 2006- Category 8A
Dear Madam/ Sir
We are planning for a Residential & Commercial Construction Project at Plot 662 ofWagholi areaof Pune city wherein we propose for 6 number of buildings with a total Built-up area (BUA) of34,128.36 (STC) square meters. The total capital investment in the project would beapproximately INRll0 Crores. As this BUAexceeds the limit prescribed vide Schedule appendedto EIA Notification 2006, we need to seek Environmental Clearance from your esteemedauthority.
Enclosed please find our application form (in the format prescribed by the said notification) alongwith requisite annexure. We hope you will find this in order and request you to kindly processour application at your earliest.
Thanking you,
Sincerely,For Aslam Haji
Au
End: A bound volume containing:1. Form- I with due Annexures2. Form -IAwith due Annexures3. Conceptual Plan
ENCLOSURES
Sr. No. Page No./ Description
1. Appendix I 1 - 14
2. Appendix IA 1 -12
3. EMP 1 - 6
4. Annexure I Location Map/Google Image
5. Annexure II Layout Map
6. Annexure III Contour Plan
7. Annexure IV Area statement
8. Annexure V Building Configuration and Occupancy Details
9. Annexure VI Parking Plan
10. Annexure VII Water Demand & Water Balance
11. Annexure VIII STP details
12. Annexure IX STP layout , schematic
13. Annexure X Rain water harvesting Details
14. Annexure XI Storm water plan & External Drainage Layout
15. Annexure XII Solid waste details
16. Annexure XIII R G Plan
17. Annexure XIV Details of Energy Requirement & Energy Conservation
Measures
18. Annexure XV Fire Details
19. Annexure XVI List of Construction material
20. Annexure XVII Hydro-geological Investigation report
21. Self Assessment Report (SAR)
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 1
(See paragraph-6)
Form 1
(a) For item (I) relating to the Basic Information, the following shall be substituted, namely:-
S.N. Item Details
1 Name of the project Residential cum commercial Construction Project
2 S. no in the scheduled 8 (a)
3
Proposed capacity / Area/ length/ tonnage to be handled/command area/lease area/No. of wells to be drilled
Area of Plot : 20,400 m2; Total BUA (without non FSI area): 20,829.43 m2 Total Built up area (including non FSI area): 34,128.36 m2.
4 New / Expansion / Modernization Construction Project
5 Existing Capacity/Area etc Not Applicable
6 Category of the project i.e. ‘A’ or ‘B’
Project category B2; Activity under Item 8 (a) of the EIA Notification dated 14th September 2006 as amended on 1st December, 2009 does not require scoping and public consultation
7 Does it attract the general condition? If yes, please specify
Not Applicable
8 Does it attract the Specific conditions? If yes, please specify
Not Applicable
9 Location
Plot/Survey /Khasra No. Plot 662
Village Wagholi
Tehasil Haveli
District Pune
State Maharashtra
10 Nearest railway station /Airport along with distance in Km
RAILWAY: Pune railway station is at 14 km. AIRWAY: Lohagaon Airport is about 6 km from site ROADWAY: Nagar Road is 0.06 km away from site.
11 Nearest town / city / district / Headquarters with distance in Km
Wagholi 1.2 km
12
Village pachayats, zilla parishad, Municipal corporation, Local body (complete postal addresses with telephone no. to be given
Grampanchayat, Wagholi, Tal Haveli, Dist Pune
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 2
S.N. Item Details
13 Name of the Applicant Aslam Haji
14 Registered address 201, City Point, Dhole Patil Road, Pune -411032
15 Address for correspondence 201, City Point, Dhole Patil Road, Pune -411032
Name Mr. Aslam Haji
Designation (Owner/Partner/CEO) Owner
Address 201, City Point, Dhole Patil Road, Pune -411032
Pin Code 4110032
E-mail amruta.kale@koltepatil.com
Telephone no. +91-020-66226622
Fax No. +91-020- 66226626
16 Details of alternatives sites examined, if any. Location of these site should be shown on topo sheet
Not Applicable
17 Interlinked Projects Not Applicable
18 Whether separate application of interlinked project has been submitted?
Not Applicable
19 If yes, date of submission Not Applicable
20 If no, reason --
21
Whether the proposal involves approval/clearance ; Under if yes details of the same and their status to be given 1. Forest (Conservation) Act, 1980? 2. Wildlife (Protection) Act, 1972? 3. C.R.Z. Notification, 1991?
Not Applicable
22 Whether there is any government order/policy relevant relating to the site
Not Applicable
23 Forest land involved (hectors ) No forest land involved
24
Whether there is any litigation pending against the project and/or land in which the project is proposed to be set up? (a) Name of the court (b) Case no. (c) Orders/Directions of the court , if any and its relevance with the proposed project
No, Not Applicable
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 3
(II) ACTIVITY
1. Construction, Operation or decommissioning of the Project Involving actions, which
will cause physical changes in the locality (Topography, land use, changes in water
bodies, etc.)
Sr. No Information/Checklist
confirmation
Yes/
No
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
1.1 Permanent or temporary change
in land use, land cover or
topography including increase in
intensity of land use (with
respect to local land use plan)
Yes Please Refer
Annexure I : Location Map
Annexure II : Layout plan
Annexure III : Contour map
1.2 Clearance of existing Land,
vegetation and building?
No No clearance of existing trees is required. No
existing building or trees present on site land is
completely unutilized and barren land.
1.3 Creation of new land uses? Yes As stated in Point 1.1
1.4 Pre-construction investigation
e.g. borehole, soil testing?
Yes Soil testing is done on the project site.
Please refer Annexure XVIII: Soil
Investigation Report
1.5 Construction works Yes The proposal pertains to construction of
Residential complex. Please refer
Annexure IV: Area statement
1.6 Demolition work No Land is lying unutilized and no demolition is
involved.
1.7 Temporary sites used for
construction works or housing of
construction workers?
No No housing at site. The workers from nearby
areas will be engaged in construction activity.
1.8 Above ground buildings,
structures or earthworks
including linear structures, cut
and fill or excavations
Yes Excavation for foundation is prominent activity.
The debris and rubble removed would be used
as filling material for leveling and for road
construction. Top soil will be stored for
landscaping
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 4
1.9
Underground works including
mining or tunneling?
No Not Applicable as the proposal pertains to
construction of Residential Complex only.
1.10 Reclamation works? No Not Applicable
1.11 Dredging? No Not Applicable
1.12 Offshore structures? No Not Applicable
1.13 Production and manufacturing
processes?
No Not Applicable as the proposal pertains to
construction of Residential complex.
1.14 Facilities for storage of goods or
materials?
No Temporary storage Godown will be provided for
storage of construction material on site.
1.15 Facilities for treatment or
disposal of solid waste or liquid
effluents?
Yes Please refer Annexure XII : Details of Solid
Waste Generation and Disposal
1.16 Facilities for long term housing
of operational workers?
No The workers from nearby areas will be engaged
in construction activity
1.17 New road, rail or sea traffic
during construction or
operation?
Yes The development will not have major impact on
traffic pattern. Internal roads will be well
constructed to manage traffic. Please refer
Annexure VI: Parking and Traffic
management plan
1.18 New road, rail, air waterborne or
other transport infrastructure
including new or altered routes
and stations, ports, airports etc?
Yes Construction Phase
There will be increase in some road traffic. In
construction phase 10-12 trucks per day. JCB
may play once or twice a day.
Operation Phase:
The development will not have major impact on
traffic pattern internal roads will be well
constructed to manage traffic
The site comes under Town planning area.
1.20 New or diverted transmission
lines or pipelines?
No Not Applicable
1.21 Impoundment, damming,
culverting, realignment or other
No Not Applicable.
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 5
changes to the hydrology of
watercourses or aquifers?
1.22 Stream crossing? No Not Applicable
1.23 Abstraction or transfers of water
from ground or surface waters?
No Not Applicable
1.24 Changes in water bodies or the
land surface affecting drainage
or run-off?
No Not Applicable.
1.25 Transport of personnel or
materials for construction,
operation or decommissioning?
Yes Transport of raw material to the site for
construction by Truck / Dumper.
1.26 Long-term dismantling or
decommissioning or restoration
works?
No Not Applicable since there is no dismantling
involved in the project.
1.27 Ongoing activity during
decommissioning which could
have an impact on the
environment.
No Not Applicable since there is no
Decommissioning.
1.28 Influx of people to an area in
either temporarily or
permanently?
Yes Please refer Annexure V: building
configuration, occupancy
1.29 Introduction of alien species?
No No, Project proponent have proposed all the
indigenous species
1.30 Loss of native species or genetic
diversity?
No Not Applicable.
1.31 Any other actions? No No other action with reference to construction
2. Use of Natural resources for construction or operation of the Project (such as land,
water, materials or energy, especially any resources which are non-renewable or in
short supply):
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 6
Sr. No. Information/checklist
confirmation
Yes/N
o
Details thereof (with approximate
quantities /rates, wherever possible)
with source of information data
2.1 Land especially undeveloped or
agricultural land (ha)
No Not Applicable as land is vacant unutilized
and Barren.
2.2 Water (expected source &
competing users) unit: KLD
Yes Construction phase: Water supply
required during construction will be fulfilled
by tankers
Operation Phase: source of water during
operation is Gram Panchayat,Wagholi
Please Refer Annexure VII: Water
Budget.
2.3 Minerals (MT) No Since this is a residential construction
project there will be no use of major
minerals for construction.
2.4
Construction material – stone,
aggregates, sand / soil (expected
source – MT)
Yes
Materials will be procured from authorized
Dealer (Please Refer Annexure XVII:
List of Building material)
2.5 Forests and timber (source – MT) No No wood or timber will be used at greater
extent during construction phase by
project proponent.
2.6 Energy including electricity and fuels
(source, competing users) Unit: fuel
(MT), energy (MW)
Yes Please Refer
Annexure XIV: Details of Energy
requirement and Energy Conservation
measures.
2.7 Any other natural resources (use
appropriate standard units)
No No use of other natural resource
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 7
3. Use, storage, transport, handling or production of substances or materials which
could be harmful to human health or the environment or raise concerns about actual or
perceived risks to human health.
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
3.1 Use of substances or materials,
which are hazardous (as per MSIHC
rules) to human health or the
environment (flora, fauna, and
water supplies)
No No use of hazardous substances.
3.2 Changes in occurrence of disease
or affect disease vectors (e.g.
insect or water borne diseases)
No No such activity will be carried out which
will change or affect vectors to born.
3.3 Affect the welfare of people e.g. by
changing living conditions?
No Project will not negatively affect welfare
of people.
3.4 Vulnerable groups of people who
could be affected by the project
e.g. hospital patients, children, the
elderly etc.
No People will not be affected by project
rather since project aimed to provide
good infrastructure and amenities to
people in operation phase.
3.5 Any other causes No No use or storage of harmful or
hazardous material within the project
area during construction and operation
phase.
4. Production of solid wastes during construction or operation or decommissioning
(MT/Month)
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
4.1 Spoil, overburden or mine wastes Yes Debris, excavated material for foundation
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 8
will be used as filler material for low lying
areas.
4.2 Municipal waste (domestic and or
commercial wastes)
Yes Please Refer
Annexure VII :Details of generation
and Disposal of Solid Waste
4.3 Hazardous wastes (as per
Hazardous Waste Management
Rules)
No No hazardous waste will be generated.
4.4 Other industrial process wastes
No Not Applicable. Since the project under
reference is residential construction
project.
4.5 Surplus product
No Not Applicable.
4.6 Sewage sludge or other sludge
from effluent treatment
Yes Sewage Sludge will be used as manure
after treatment.
4.7 Construction or demolition wastes Yes Construction waste will be used for roads
and as fill material for leveling and road,
pathway construction.
4.8 Redundant machinery or
equipment
No No redundant machinery or equipment at
project site.
4.9 Contaminated soils or other
materials
No No contamination of soil because land is
kept unutilized before this development.
Soil Testing is done prior to project
4.10 Agricultural wastes No Not Applicable
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
Sr. No. Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
5.1 Emissions from combustion of fossil
fuels from stationary or mobile
Yes Vehicular movement, energy back up DG
sets, will be sources of air pollution.
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 9
sources
5.2 Emissions from production
processes
No Not Applicable since the project under
reference is Residential construction
project & there is no manufacturing
process involved.
5.3 Emissions from materials handling
including storage or transport
No Not Applicable since use of ready mix
concrete Containing fly ash will be done
for construction.
5.4 Emissions from construction
activities including plant and
equipment
Yes Dust emissions may occur during
excavation and earthwork proper care
will be taken to reduce dust emission.
Please refer EMP
5.5 Dust or odors from handling of
materials including construction
materials, sewage and waste
Yes Dust will be generated during transport
and handling of material.
5.6 Emissions from incineration of
waste
No No incineration of waste will be carried
out at site.
5.7 Emissions from burning of waste in
open air (e.g. slash materials,
construction debris)
No No burning of waste will be carried out at
site.
5.8 Emissions from any other sources No None as this project pertains to
construction of Residential Project.
6. Generation of noise and vibration and emissions of light and heat:
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
6.1 From operation of equipment e.g.
engines, ventilation plant, crushers
Yes Construction phase:
The significant source of noise pollution
will be the machinery used for
construction and vehicular movement.
Operation phase:
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 10
During operation phase the only source
of noise will be operation of mechanical
equipment, vehicular traffic and DG sets
however, and these will be operated
during emergency only.
6.2 From industrial or similar processes No Not Applicable
6.3 From construction or demolition
Yes Due to construction machinery / vehicle
movement. However, site is vacant and
no demolition is involved.
6.4 From blasting or piling No No blasting will be carried out.
6.5 From construction or operational
traffic
Yes No Significant disturbance due to traffic
noise during construction and operation.
6.6 From lighting or cooling systems No Not Applicable
6.7 From any other sources No Not Applicable
7. Risks of contamination of land or water from releases of pollutants into the ground
or into sewers, surface waters, groundwater, coastal waters or the sea:
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
7.1 From handling, storage, use or
spillage of hazardous materials
No No handling storage or use of hazardous
waste is envisaged
7.2 From discharge of sewage or other
effluents to water or the land
(expected mode and place of
discharge)
No The treated sewage from STP will be
utilized for gardening & flushing thus
there will be no impact on the
surface/ground water.
7.3 By deposition of pollutants emitted
to air into the land or into water
No No risk of contamination due to
pollutants in air or water Refer EMP for
further details
7.4 From any other sources No Not Applicable
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 11
7.5 Is there a risk of long term build up
of pollutants in the environment
from these sources?
No Operation phase of project will be only
residential hence no question of long
term building of pollutants. Construction
phase will be only for few months
8. Risk of accidents during construction or operation of the project, which could affect
human health or the environment:
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible) with
source of information data
8.1 From explosions, spillages, fires etc
from storage, handling, use or
production of hazardous
substances
No Not Applicable as no hazardous substances
are proposed to be used at site.
8.2 From any other causes No Not Applicable
8.3 Could the project be affected by
natural disasters causing
environmental damage (e.g. floods,
earthquakes, landslides, cloudburst
etc)?
No The area is not subject to flooding as
Maharashtra Irrigation Department.
9. Factors which should be considered (such as consequential development) which
could lead to environmental effects or the potential for cumulative impacts with other
existing or planned a activities in the locality.
Sr.
No.
Information/Checklist
confirmation
Yes/No Details thereof (with approximate
quantities/rates, wherever possible)
with source of information data
9.1 Lead to development of supporting.
facilities, ancillary development or
development stimulated by the
project which could have impact on
No Not Applicable
The site and nearby areas are developed
with good supportive infrastructure Like
roads, transport facility, entertainment
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 12
the environment e.g.:
Supporting infrastructure (roads,
power supply, waste or waste
water treatment, etc.)
• Housing development
• Extractive industries
• Supply industries
• Other
and hospitals.
9.2 Lead to after-use of the site, which
could have an impact on the
environment
No Not Applicable
9.3 Set a precedent for later
developments
No Not Applicable
9.4 Have cumulative effects due to
proximity to other existing or
planned projects with similar
effects
No Not applicable Since there are only 2-3
projects were going on in nearby areas
of the site
(III) ENVIRONMENTAL SENSITIVITY
Sr. No. Areas Name/
Identity
Aerial distance (within 15 km.)
Proposed project location boundary
1 Areas protected under international
conventions, national or local
legislation for their ecological,
landscape, cultural or other related
value
None Not Applicable
2 Areas which are important or
sensitive for ecological reasons -
Wetlands, watercourses or other
water bodies, coastal zone,
biospheres, mountains, forests
None Not Applicable
3 Areas used by protected, important or None Not Applicable
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 13
sensitive species of flora or fauna for
breeding, nesting, foraging, resting,
over wintering, migration
4 Inland, coastal, marine or
underground waters
No Not Applicable
5 State /National boundaries No Not Applicable
6 Routes or facilities used by the public
for access to recreation or other
tourist, pilgrim areas
Yes Project site is well connected by roads to
various ways of Pune.
7 Defense installations No Not applicable
8 Densely populated or built-up area
Yes Project located in developing area of Pune
city
9 Areas occupied by sensitive man-
made land uses (hospitals, schools,
places of worship, community
facilities)
No Not Applicable
10 Areas containing important, high
quality or scarce resources (ground
water resources, surface resources,
forestry, agriculture, fisheries,
tourism, minerals)
No Not Applicable
11 Areas already subjected to pollution
or environmental damage. (Those
where existing legal environmental
standards are exceeded)
None Not Applicable
12 Areas susceptible to natural hazard
which could cause the project to
present environmental problems
(earthquakes, subsidence, landslides,
erosion, flooding or extreme or
adverse climatic conditions)
Nil Not Applicable
Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra
Appendix I: Plot 662 at Wagholi 14
“I hereby give 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 may be rejected
and clearance give, if any to the project will be revoked at our risk and cost.
Date:
Place: Pune
Signature of the Applicant
Mr. Aslam Haji
201, City Point Dhole Patil Road, Pune-411032
1
Form - 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 program)
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 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 are 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.
Name and address of the project : Proposed Residential & Commercial
Construction Project at Plot 662
Location of the project
Name of the Place : Plot 662, Wagholi, Dist. Pune.
Tehsil
District :
Haveli
Pune
Latitude/Longitude Nearest : Latitude: 18035’05.43” Longitude: 74o00’00.78”
The land use of the area is purely residential and the project would not alter the existing land
use. As per Development Plan of Town Planning (sanctioned by State Government), residential
cum commercial development on this plot is permissible; the plot under reference has been
lying unutilized previously. The plot is leveled with no major undulations.
Please refer Following
• Annexure I: Location Map
• Annexure II: Layout Map
• Annexure III : Contour Map
2
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 Area Break up Total Plot Area 20,400 Sq. m
Total Built up area 34,128.36 Sq. m
Please Refer Annexure IV :Area statement
B Vehicular Parking
Details
Vehicular parking will be provided as per NBC/DC rules
Please refer Annexure VI: Parking plan and parking
statement
C Water Requirement &
Sources
Source of water for will be tanker during operational phase
Please refer Annexure VII: Water requirement of the
project and water balance statement.
D Power Power supply will be through MSEDCL during operation
phase. Please refer Annexure XIV: Details of energy
and fuel requirement of the project
E Connectivity RAILWAY: Pune railway station on Central Railway is at a distance of at 14 km.
AIRWAY: Lohagaon Airport is about 6 km from site
ROADWAY: Nagar Road is 0.06 km away from site.
F Community Facilities Schools- Lexicon International School, Kidzee School
Colleges: Lexicon Institute of Management, JSPM College Hospitals- Sushrusha Hospital, Jeevan Dhara Hospital. Gardens, Market, Recreation ,Hotels are in vicinity of project
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, disturbance to the local ecology)
The site is located in developing area of Pune city. The project proponents have proposed
a design, which has minimum stilt area enabling more and more open spaces for
recreation. There would be no impact on community facilities and land use as it is already
a Residential area. Land use map is enclosed for reference. As regards to the disturbance
to local ecology, it is note worthy that the land is barren at present and the project
proponents have proposed for a landscape. In view of this, the project will not have any
adverse impact rather the positive impact as far as greenery and ecology is concerned.
3
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 no significant land disturbance as the land is leveled. Soil profile of sub-
surface is given as the land has been lying unutilized, thus there is no possibility of soil
erosion/subsidence etc. The Pune city is in seismic zone III and entire construction will be
done considering the above.
Seismic Environment & Precautions commitment
Pune lies in the seismically active zone of Koyna Region, which is about 100 km south of
Pune. Pune has recently been upgraded to lie in the zone III, which is the second most
dangerous seismic zone in India. Consequently, Pune has experienced some moderate-
intensity and many low-intensity earthquakes. Although earthquakes were not known to
have originated in Pune itself, an earthquake of a very slight intensity took place in Pune
that had its epicenter in Dehu, about 13 km from the main city.
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 proposed development is planned in such a manner that it will not alter the existing
drainage pattern of the area Please refer Annexure III for contour Map of project
site.
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)
Earth work will be required only for foundation activity. Land is leveled with no major
undulations. Some backfilling will be done using debris removed from exaction during
foundation.
1.7 Give details regarding water supply, waste handling etc during the
construction period.
Sub-stratum removed will be used for back filling the plinth/foundation in order to bring
formation level of plot above the road level to facilitate storm water drainage. The landfill
able part of waste from use of construction raw materials/building materials will also be
used for filling up the plot. Balance if any will be utilized as fill material in other
construction site in vicinity by the proponents.
Please refer Annexure VII for water requirement Annexure XVI construction material.
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 wetland or low laying areas are altered due to construction please refer contour map
4
1.9 Whether construction debris & waste during construction cause health hazard?
(Give quantities of various types of wastes generated during construction
including the construction labor and the means of disposal)
Waste will also be generated during building construction due to use of various raw
material. This waste-stream will largely comprise of primary materials such as cement
metal and quarried natural aggregates. Dose not cause 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.
Project comes under Town Planning. At time of operation, source of water will be Gram
Panchyat Undri Please refer Annexure VII: water requirement of the project and
water balance statement. Requirement of flushing and gardening will be fulfilled by
recycled water
2.2 How much of the water requirement can be met from the recycling of treated
wastewater? (Give the details of quantities, sources and usage)
35 % of total water requirement will be met through recycled water Please refer
Annexure VII: Water requirement and water balance.
2.3 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 as there is no diversion of water from other users. Source of water is
Wagholi Gram Panchayat.
2.4 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)
Please Refer Annexure VI for quality and characteristics of waste water generation.
2.5 Give details of the water requirements met from water harvesting? Furnish
details of the facilities created.
Rain water harvesting is done to recharge ground water table. Daily water requirement
Environment Management Plan 1
Environment Management Plan
Environment friendly housing is an emerging concept in field of construction. Environmental Management
can help this approach for protection of environment within and outside projects premises. Though
construction project does not involve pollution through industrial process, or industrial effluent but is a
larger developmental activity due to major inflow of people, and construction activity. Environment
management will provide an eco-friendly lifestyle to people staying within project area and fulfill statutory
requirement as well.
Objectives of Environment Management Plan
1. Resource Minimization
2. Mitigation of Environmental impacts during construction as well as operational phase.
3. Improve and beautify biological aesthetic status of premises
4. Improvement of Air, water, land environment of project area.
It is emphasized that many of the protective and enhancement measures can be implemented by
adopting suitable planning and design criteria during construction of the project. Further, it is necessary
that the resources required for the mitigation/protection, enhancement measures and monitoring are
provided for in the cost estimates of the project, to ensure proper implementation.
1.0 AIR ENVIRONMENT:
1.1 Construction Phase
a) Mobile source emissions
I. Transportation of raw materials required for construction will be carried out during non-
peak hours.
II. Parking of delivery trucks or other equipment will not be permitted on public road during
unloading or when not in active use.
III. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix
concrete carried in enclosed container will be used, which is a better option as compared to
on site batch mixing.
IV. Use of Dust Control measures during material transport like Water Sprinkling, Covering the
trucks.
b) For stationary source emissions:
I. Most of the machinery related to construction will be located close to construction area for
ease of handling. Machinery such as crushers, conveyers and mixers will be screened with
sheets of suitable material to reduce generation of suspended particulate matter and
noise.
II. Areas prone to fugitive dust emissions due to activities such as excavation, grading sites
and routes of delivery vehicles across patches of exposed Earth, will be frequently water
sprinkled to prevent re-entrainment of dust.
Apart from these, equipment/machines and vehicles will always be kept in good state of repair to
minimize emissions. Low emission vehicles/equipment should be used wherever feasible.
Construction areas will be enclosed, wherever possible.
Environment Management Plan 2
1.2 Operation Phase:
• Use of 1 DG set as per CPCB norms; HSD used as fuel
• Optimum Air to Fuel ratio for Reduced NOx Levels
• Adequate Parking provision with driveways
• Effective traffic management
• Ventilation for basement parking
• Half yearly monitoring will be done
2.0 NOISE ENVIRONMENT
2.1 Construction Phase
• Barricades along the periphery of the Site
• Ear Plugs for Laborers
• DG set: Acoustic enclosure for noise control
• Work to be carried out only during day time to avoid noise pollution at night times
2.2 Operation Phase
• DG set: Acoustic enclosure for noise control
• Adequate plantation which will act as external noise barrier for the residents
• Half yearly monitoring will be done
3.0 WATER ENVIRONMENT:
3.1 Construction Phase
• Construction water requirement met through tankers
• Monitoring of surface and ground water for change in quality due to construction activity.
• Drinking water analysis
• Provision of temporary toilets with proper disposal of sewage through public sewer line
• Use of tanker water for construction
3.2 Operation Phase
We will install scientifically designed Rain Water Harvesting System, Sewage Treatment Plant.
Rainwater harvesting system will 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.
The total water collected by rainwater harvesting on the plot will be used for Ground water recharge
which would increase ground water table of the area and reduce storm water quantity. We will
implement properly designed storm water drains.
Objective of Sewage Treatment will be to treat waste water so that it can be re-used for toilet flushing
and gardening. Balance water will be let out to Municipal Sewer line. Sewage treatment provided is highly
sophisticated to treat sewage up to tertiary level. Low water consuming fixtures such as electronic
activated taps will be used in the toilets to reduce water consumption.
Other Measures includes;
• Awareness campaign for residents about effective treatment and recycling of treated waste
water, and rain water harvesting.
Environment Management Plan 3
• We will provide Water Treatment Plant
• Provision of STP with tertiary treatment and disinfecting facility
• Quarterly monitoring for STP inlet & outlet
• Rain water harvesting with 11 No. recharge pits
• Use of recycled water for flushing, gardening
• Strom water drainage will be properly maintained.
5.0 LAND ENVIRONMENT
5.1 Resource Management:
The resources such as sand, metal etc will be taken from Govt. owned / approved agencies. One of the
impacts on the land environment during construction phase is the requirement of construction materials
as identified. It is proposed to use fly ash to partially offset use of cement in the construction. This will
reduce sand requirement by about 20% & will also solve the problem of fly ash disposal.
The proposed project involves removal of sub-stratum during excavation for foundation. The impact of
excavation for foundation will be reduced due to use of excavated material / debris generated for filling
purposes and for road construction.
The solid waste generated due to packaging material will preferably be recycled and / or reused.
5.2 Solid Waste Management:
During construction, solid waste will be mostly construction and demolition waste and most of this waste
will be utilized as filling material or for road construction.
During operation phase management of solid waste will be done through eco friendly method.
Segregation of waste at the source in to biodegradable and Non-biodegradable waste is prime concern.
Biodegradable waste will be treated through organic waste convertor. Manure will be used in own
landscape.
5.3 Traffic Management:
Another impact identified during studies is the minor increase in traffic volume in the area in construction
phase (because of the movement of trucks carrying raw materials) & in operation phase (due to vehicles
movement for ferrying building occupants)
Special care will be taken during transportation of construction material like cement, sand, aggregate etc
as such material would be transported from various material suppliers. Since road transport is
unavoidable, such movement will be carried out during non- peak hours as far as possible.
The entry/exit to the site will be with adequate curvature at turning so that vehicles coming out /
entering the building do not impinge on road traffic directly. As far as possible, material carrying trucks
should be parked inside the complex & should not be parked on public road.
6.0 GUIDELINES FOR BIO-AESTHETIC MANAGEMENT
6.1 Green belt/Landscape Management
Greenbelt is important feature as far as landscape of the premises as well as biological environment
is considered.
Purpose
1. Enhancement of aesthetic value of the area
2. Proposed project is Residential Complex so proper landscape management is necessary to
beautify the area.
Environment Management Plan 4
3. Help to reduce Air and Noise pollution.
Prior to plantation of trees Ecological value as well as aesthetic value of tree species should be
considered.
6.2 Plantation Specifications:
Trees should be planted in 1 cu. m pits. The tree pits should preferably be in a row that is not
concretized, with exposed ground, to facilitate infiltration of more water into the ground and healthy
growth of root system. Good anchorage would help minimize uprooting of trees during unfavorable
weather conditions.
The pit should be filled with an even mixture of red earth, sand and farmyard manure. Saplings should be
healthy 3-year old in age to ensure better survival. Trees should be watered on alternate days during dry
season, for 4-5 years. Weekly watering is often required at later stage of growth.
During this growing period, care should be taken to ensure that the tree is growing vertically and is
without horizontal branches. Any branch appearing within 8 feet from ground should be removed by
sawing at the trunk level.
6.3 Some Recommended species for plantation:
Annona squamosa
Bauhinea purpurea
Cassia fistula
Erythrina indica
Lagestromia flosreginea
Manikara zapota
Michellia champaca
Murraya koengii
Nyctanthes arbortristis
Peltopherum
Plumeria alba
Plumeria rubra
Pongamia pinnata
Saraca indica
Spathodea campanulata
Syzygium jambos
Tabebuia argentia
Tabebuia rosea
Shrubs should be planted between trees, in the same way as the trees but in smaller pits (0.3 x 0.3 x 0.3
m).
7.0 SOCIO ECONOMIC ENVIRONMENT
The proposed construction project is specifically demarcated for residential development. Thus, there
would not be any adverse impact on local population due to the project. This is seen as a positive impact
on socio-economic environment as it will create additional jobs & give thrust to development of services
sector in the city.
Environment Management Plan 5
7.1 Construction phase:
The health and safety of the workers for the construction project should be ensured by:
• Adequate drinking water, toilet and bathing facilities for workers
• Personal protective and safety equipments will be provided.
• Doctor & First aid facility for workers
• Crèche for children of workers
• Regular health check up for workers
• Educational and awareness program for safety measures
7.2 Operation Phase:
For safety purpose during operational phase
• Awareness programs regarding socio-economic impacts of residential projects on
surrounding area.
• Environmental and safety awareness programs for surrounding area.
• Disaster management/Emergency preparedness plan will be explained with the help of
experts.
In addition, we will construct a compound wall of 1.5 M height and plant the trees within premises along
compound wall, to attenuate the noise level.
Periodic inspection and maintenance of all water storage tanks should be carried out at regular intervals
to prevent outbreak of waterborne diseases
8.0 Environment Management Responsibilities
During construction phase, contractors as well as site-in-charge will be responsible for implementing all
the mitigation measures recommended.
Planting of trees on open spaces and road-side should be initiated during construction phase itself. In
operational phase, the work should be continued along with post-monitoring of planted area. An officer
will be appointed by us to ensure monitoring and inspection during construction period as explained
above.
Environment Management cost:
Table 2: Capital Cost:
Sr.
No. Particular
Capital cost
(INR)
O & M Cost
(INR/annum)
1 Sewage Treatment Plant 40.0 4.0
2 Solid waste Management 24.0 2.5
3 Rain water Harvesting 10.0 0.5
4 Green belt development 20.0 5.0
5 Storm water networking 30.0 1.0
Environment Management Plan 6
7 Non conventional Energy 80.0 3.0
8 Environmental Expenditure --- 1.25
9 Safety Training & Awareness 5.0 ---
Total 209.0 22.5
Table 3: Monitoring plan at operation phase:
Details Parameters Frequency Cost/p.a.
Ambient Air PM10,PM2.5,SO2, NOx Six monthly 12,000
DG stack TS,SO2,NOx Six monthly 9000
Noise Ambient Noise level Six monthly 4500
STP waste
water
pH, TDS, TSS,COD,BOD,Oil &
grease, Residual chlorine,
Ammonical Nitrogen,
Phosphorus, Total nitrogen,
coliforms
Quarterly 24,500
Manure from
solid waste
pH, C:Nratio, organic carbon,
Total nitrogen, Total
Phosphates, Total Potassium
Quarterly 25.000
Env. Audit 50,000
Total 1,25,000
5
will get fulfilled by Wagholi Gram Panchayat and recycled water will be used for
gardening and flushing
Please refer Annexure X: Rain water harvesting potential and flow calculations
and Drawing of Rain water harvesting pit
2.6 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?
Strom water management will be done by project proponent at project site with
arrangement of rain water harvesting pits. Overflow will be connected to municipal storm
water drainage line. Hence no problem of flooding will occur in construction and
operation phase as well.
2.7 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 positive impact on ground water table of the area. Rain water harvesting
will be done to recharge ground water of the area. Ground water will not be used in any
case during construction or operation.
2.8 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 plot is located in developing area. The run-off during construction period will be
diverted to municipal storm water system and during operation phase development of
landscape and rain water harvesting techniques will reduce runoff from the area.
2.9 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 drains in the area are closed type. The drains are laid along roads &
carry the water to the Municipal storm drain. Please refer External storm water drainage
layout of the area.
2.10 Will the deployment of construction laborers particularly in the peak period
lead to unsanitary conditions around the project site (Justify with proper
explanation)
6
No, there will be no unsanitary conditions around the site. as the workers will not live
within the plot. & the workers will be provided with toilet, which will be connected to a
septic tank. Thus, there will be no impact on surrounding due to sewage disposal.
2.11 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)
Sewage Treatment Plant will be provided. Please Refer annexure VIII
2.12 Give details of dual plumbing system if treated waste used is used for flushing
of toilets or any other use.
Recycled water from sewage treatment plant after tertiary treatment will be used for
flushing.
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)
Since there is no flora existing at site, there is no threat to bio-diversity. Further, the
project proponent proposes to plan adequate green belt. Green belt details enclosed.
3.2 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)
Landscape plan and Tree plantation Details - Annexure XIII
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)
Landscape plan and list trees enclosed as Annexure XIII
7
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.
Not Applicable as site is located in fully urbanized area i.e in the developing area of Pune
City
4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.
Not applicable
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
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)
The impacts during construction phase will be temporary and will be restricted to
dust/particulates during land development and construction. During operation phase only
impacts will be due to traffic to ferry occupants to city area. The site was previously a
vacant land. Thus, there will be no increase in air pollution due to traffic.
During the construction phase due to excavation activity, dust emissions are expected. All
other emission sources are intermittent and include emissions from materials transport,
from heavy vehicles on site etc. During Operational phase minimal impacts on air quality
due to vehicular emissions in the premises and emissions from DG sets while in operation
are expected.
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.
Impacts of dust generation during construction will be felt to a slight extent by people
living on adjacent plots. To reduce these impacts following measures are proposed:
8
� Temporary barriers to be erected to reduce dust impact to nearby areas.
� Water sprinkling during construction to reduce dust emissions.
� Trucks only to ply during day time
� Use of ready mix concrete carried in enclosed container
� Dust covers on trucks used for transportation of material
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 proposed project will not create shortage of parking space for vehicle as adequate
parking space is proposed for the Residential Complex. Parking Plan is attached as
Annexure VI
5.4 Provide details of the movement patterns with internal roads, bicycle tracks,
pedestrian pathways, footpaths etc., with areas under each category.
Traffic Management Will be as follows
• Internal roads
• Pathways
• Driving instructions along with parking and site map will be displayed at
appropriate place for visitors as well as for residents
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.
Traffic noise and vibration will increase during construction/ operation phase.
Measures during construction phase:
� Temporary barriers to be erected to reduce dust impact to nearby areas.
� Trucks only to ply during day time
� Plantation of trees to reduce effects of noise pollution
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.
DG sets will be used only in emergencies during power failure. The proponents will ensure
that DG Sets are supplied by standards suppliers. The DG Sets shall be provided with the
acoustic enclosures to control the noise completely.
9
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?
As the site is located residential area, there is no question of building being obstacle to view or
scenic amenity or landscape,
6.2
.
Will there be any adverse impacts from new constructions on the existing
structures? What are the considerations taken into account?
There will be no adverse impacts on the existing structures within vicinity. As project will have
minimum stilt area with lot of open space around it.
6.
3.
Whether there are any local considerations of urban form & urban design
influencing the design criteria? They may be explicitly spelt out.
Not Applicable
6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if
any other significant features in the vicinity of the proposed site have been
considered
There are no anthropological / archaeological sites or artifacts nearby proposed project within
1Km.
7. Socio-Economic Aspects
7.1. Will the proposal result in any changes to the demographic structure of local
population? Provide the details.
The proposal involves construction of residential Complex but the development comes
under Town Planning hence not much affects the demographic structure.
7.2. Give details of the existing social infrastructure around the proposed project.
Social infrastructure is well built as plot is in the developed area of Pune.
School/Hospitals/Residential buildings etc. exists nearby Along with these good
communication and transport facilities are available
7.3. Will the project cause adverse effects on local communities, disturbance to
sacred sites or other cultural values? What are the safeguards proposed?
10
Not Applicable
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)
No use of energy efficient processes or specialized building material for energy
conservation.
8.2. Transport and handling of materials during construction may result in
pollution, noise & public nuisance. What measures are taken to minimize the
impacts?
Special care will be taken during transportation of construction material like cement,
sand, aggregate etc as considerable quantities of such material would be transported
from various material suppliers. Since road transport is unavoidable, such movement will
be carried out during non- peak hours as far as possible
8.3. Are recycled materials used in roads and structures? State the extent of
savings achieved?
Waste generated during building construction due to use of various raw materials will
largely comprise of primary materials such as cement, metal and quarried natural
aggregates. Part of the sub-stratum removed will be used for back filling the
plinth/foundation in order to bring formation level of plot above the road level to facilitate
storm water drainage. A part of raw material waste will also be used for filling up the
plot. Fly ash utilization will be up to 20 % in concrete blocks and other non-load bearing
construction
8.4. Give details of the methods of collection, segregation & disposal of the
garbage generated during the operation phases of the project.
The project proponents have proposed installation of Garbage Room to collect solid
waste. The garbage will be segregated and recyclable waste will be disposed through
recyclers. The biodegradable waste will be composted by organic waste convertor and
utilized as manure. Note on Solid waste Management is attached as Annexure
XII
11
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?
Please Refer Annexure XIV Energy and fuel consumption and other details of
energy conservation.
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?
1. Increase natural source of light through glazed windows
2. Provision of 230 mm thick brick wall to filter heat radiation in to room thereby
reducing electrical heating
9.4. What passive solar architectural features are being used in the building?
Illustrate the applications made in the proposed project.
Orientation of building will be designed so as to use of maximize natural daylight.
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.
Solar street lights will be provided to reduce energy usage in the operation phase
9.6 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?
Building has been oriented in North -South the walls on East and south will have
minimum openings. Also roof will be provided with top deck insulation. About 25%
energy saving is expected due to reduced consumption for air conditioning.
9.7 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
12
Not Applicable
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?
Not Applicable as this is a relatively small development to result in climate change
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.
Not Available
9.10 Precautions & safety measures are proposed against fire hazards? Furnish
details of emergency plans.
Precautions & safety measures are proposed against fire hazard Refer Annexure XV
9.11. If you are using glass as wall material provides details and specifications
including emissive and thermal characteristics.
Not Applicable
9.12. What is the rate of air infiltration into the building? Provide details of how you
are mitigating the effects of infiltration.
Not Applicable
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.
Not applicable
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
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. Environment Management Plan is enclosed
13
Environment Management Plan 1
Environment Management Plan
Environment friendly housing is an emerging concept in field of construction. Environmental Management
can help this approach for protection of environment within and outside projects premises. Though
construction project does not involve pollution through industrial process, or industrial effluent but is a
larger developmental activity due to major inflow of people, and construction activity. Environment
management will provide an eco-friendly lifestyle to people staying within project area and fulfill statutory
requirement as well.
Objectives of Environment Management Plan
1. Resource Minimization
2. Mitigation of Environmental impacts during construction as well as operational phase.
3. Improve and beautify biological aesthetic status of premises
4. Improvement of Air, water, land environment of project area.
It is emphasized that many of the protective and enhancement measures can be implemented by
adopting suitable planning and design criteria during construction of the project. Further, it is necessary
that the resources required for the mitigation/protection, enhancement measures and monitoring are
provided for in the cost estimates of the project, to ensure proper implementation.
1.0 AIR ENVIRONMENT:
1.1 Construction Phase
a) Mobile source emissions
I. Transportation of raw materials required for construction will be carried out during non-
peak hours.
II. Parking of delivery trucks or other equipment will not be permitted on public road during
unloading or when not in active use.
III. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix
concrete carried in enclosed container will be used, which is a better option as compared to
on site batch mixing.
IV. Use of Dust Control measures during material transport like Water Sprinkling, Covering the
trucks.
b) For stationary source emissions:
I. Most of the machinery related to construction will be located close to construction area for
ease of handling. Machinery such as crushers, conveyers and mixers will be screened with
sheets of suitable material to reduce generation of suspended particulate matter and
noise.
II. Areas prone to fugitive dust emissions due to activities such as excavation, grading sites
and routes of delivery vehicles across patches of exposed Earth, will be frequently water
sprinkled to prevent re-entrainment of dust.
Apart from these, equipment/machines and vehicles will always be kept in good state of repair to
minimize emissions. Low emission vehicles/equipment should be used wherever feasible.
Construction areas will be enclosed, wherever possible.
Environment Management Plan 2
1.2 Operation Phase:
• Use of 1 DG set as per CPCB norms; HSD used as fuel
• Optimum Air to Fuel ratio for Reduced NOx Levels
• Adequate Parking provision with driveways
• Effective traffic management
• Ventilation for basement parking
• Half yearly monitoring will be done
2.0 NOISE ENVIRONMENT
2.1 Construction Phase
• Barricades along the periphery of the Site
• Ear Plugs for Laborers
• DG set: Acoustic enclosure for noise control
• Work to be carried out only during day time to avoid noise pollution at night times
2.2 Operation Phase
• DG set: Acoustic enclosure for noise control
• Adequate plantation which will act as external noise barrier for the residents
• Half yearly monitoring will be done
3.0 WATER ENVIRONMENT:
3.1 Construction Phase
• Construction water requirement met through tankers
• Monitoring of surface and ground water for change in quality due to construction activity.
• Drinking water analysis
• Provision of temporary toilets with proper disposal of sewage through public sewer line
• Use of tanker water for construction
3.2 Operation Phase
We will install scientifically designed Rain Water Harvesting System, Sewage Treatment Plant.
Rainwater harvesting system will 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.
The total water collected by rainwater harvesting on the plot will be used for Ground water recharge
which would increase ground water table of the area and reduce storm water quantity. We will
implement properly designed storm water drains.
Objective of Sewage Treatment will be to treat waste water so that it can be re-used for toilet flushing
and gardening. Balance water will be let out to Municipal Sewer line. Sewage treatment provided is highly
sophisticated to treat sewage up to tertiary level. Low water consuming fixtures such as electronic
activated taps will be used in the toilets to reduce water consumption.
Other Measures includes;
• Awareness campaign for residents about effective treatment and recycling of treated waste
water, and rain water harvesting.
Environment Management Plan 3
• We will provide Water Treatment Plant
• Provision of STP with tertiary treatment and disinfecting facility
• Quarterly monitoring for STP inlet & outlet
• Rain water harvesting with 11 No. recharge pits
• Use of recycled water for flushing, gardening
• Strom water drainage will be properly maintained.
5.0 LAND ENVIRONMENT
5.1 Resource Management:
The resources such as sand, metal etc will be taken from Govt. owned / approved agencies. One of the
impacts on the land environment during construction phase is the requirement of construction materials
as identified. It is proposed to use fly ash to partially offset use of cement in the construction. This will
reduce sand requirement by about 20% & will also solve the problem of fly ash disposal.
The proposed project involves removal of sub-stratum during excavation for foundation. The impact of
excavation for foundation will be reduced due to use of excavated material / debris generated for filling
purposes and for road construction.
The solid waste generated due to packaging material will preferably be recycled and / or reused.
5.2 Solid Waste Management:
During construction, solid waste will be mostly construction and demolition waste and most of this waste
will be utilized as filling material or for road construction.
During operation phase management of solid waste will be done through eco friendly method.
Segregation of waste at the source in to biodegradable and Non-biodegradable waste is prime concern.
Biodegradable waste will be treated through organic waste convertor. Manure will be used in own
landscape.
5.3 Traffic Management:
Another impact identified during studies is the minor increase in traffic volume in the area in construction
phase (because of the movement of trucks carrying raw materials) & in operation phase (due to vehicles
movement for ferrying building occupants)
Special care will be taken during transportation of construction material like cement, sand, aggregate etc
as such material would be transported from various material suppliers. Since road transport is
unavoidable, such movement will be carried out during non- peak hours as far as possible.
The entry/exit to the site will be with adequate curvature at turning so that vehicles coming out /
entering the building do not impinge on road traffic directly. As far as possible, material carrying trucks
should be parked inside the complex & should not be parked on public road.
6.0 GUIDELINES FOR BIO-AESTHETIC MANAGEMENT
6.1 Green belt/Landscape Management
Greenbelt is important feature as far as landscape of the premises as well as biological environment
is considered.
Purpose
1. Enhancement of aesthetic value of the area
2. Proposed project is Residential Complex so proper landscape management is necessary to
beautify the area.
Environment Management Plan 4
3. Help to reduce Air and Noise pollution.
Prior to plantation of trees Ecological value as well as aesthetic value of tree species should be
considered.
6.2 Plantation Specifications:
Trees should be planted in 1 cu. m pits. The tree pits should preferably be in a row that is not
concretized, with exposed ground, to facilitate infiltration of more water into the ground and healthy
growth of root system. Good anchorage would help minimize uprooting of trees during unfavorable
weather conditions.
The pit should be filled with an even mixture of red earth, sand and farmyard manure. Saplings should be
healthy 3-year old in age to ensure better survival. Trees should be watered on alternate days during dry
season, for 4-5 years. Weekly watering is often required at later stage of growth.
During this growing period, care should be taken to ensure that the tree is growing vertically and is
without horizontal branches. Any branch appearing within 8 feet from ground should be removed by
sawing at the trunk level.
6.3 Some Recommended species for plantation:
Annona squamosa
Bauhinea purpurea
Cassia fistula
Erythrina indica
Lagestromia flosreginea
Manikara zapota
Michellia champaca
Murraya koengii
Nyctanthes arbortristis
Peltopherum
Plumeria alba
Plumeria rubra
Pongamia pinnata
Saraca indica
Spathodea campanulata
Syzygium jambos
Tabebuia argentia
Tabebuia rosea
Shrubs should be planted between trees, in the same way as the trees but in smaller pits (0.3 x 0.3 x 0.3
m).
7.0 SOCIO ECONOMIC ENVIRONMENT
The proposed construction project is specifically demarcated for residential development. Thus, there
would not be any adverse impact on local population due to the project. This is seen as a positive impact
on socio-economic environment as it will create additional jobs & give thrust to development of services
sector in the city.
Environment Management Plan 5
7.1 Construction phase:
The health and safety of the workers for the construction project should be ensured by:
• Adequate drinking water, toilet and bathing facilities for workers
• Personal protective and safety equipments will be provided.
• Doctor & First aid facility for workers
• Crèche for children of workers
• Regular health check up for workers
• Educational and awareness program for safety measures
7.2 Operation Phase:
For safety purpose during operational phase
• Awareness programs regarding socio-economic impacts of residential projects on
surrounding area.
• Environmental and safety awareness programs for surrounding area.
• Disaster management/Emergency preparedness plan will be explained with the help of
experts.
In addition, we will construct a compound wall of 1.5 M height and plant the trees within premises along
compound wall, to attenuate the noise level.
Periodic inspection and maintenance of all water storage tanks should be carried out at regular intervals
to prevent outbreak of waterborne diseases
8.0 Environment Management Responsibilities
During construction phase, contractors as well as site-in-charge will be responsible for implementing all
the mitigation measures recommended.
Planting of trees on open spaces and road-side should be initiated during construction phase itself. In
operational phase, the work should be continued along with post-monitoring of planted area. An officer
will be appointed by us to ensure monitoring and inspection during construction period as explained
above.
Environment Management cost:
Table 2: Capital Cost:
Sr.
No. Particular
Capital cost
(INR)
O & M Cost
(INR/annum)
1 Sewage Treatment Plant 40.0 4.0
2 Solid waste Management 24.0 2.5
3 Rain water Harvesting 10.0 0.5
4 Green belt development 20.0 5.0
5 Storm water networking 30.0 1.0
Environment Management Plan 6
7 Non conventional Energy 80.0 3.0
8 Environmental Expenditure --- 1.25
9 Safety Training & Awareness 5.0 ---
Total 209.0 22.5
Table 3: Monitoring plan at operation phase:
Details Parameters Frequency Cost/p.a.
Ambient Air PM10,PM2.5,SO2, NOx Six monthly 12,000
DG stack TS,SO2,NOx Six monthly 9000
Noise Ambient Noise level Six monthly 4500
STP waste
water
pH, TDS, TSS,COD,BOD,Oil &
grease, Residual chlorine,
Ammonical Nitrogen,
Phosphorus, Total nitrogen,
coliforms
Quarterly 24,500
Manure from
solid waste
pH, C:Nratio, organic carbon,
Total nitrogen, Total
Phosphates, Total Potassium
Quarterly 25.000
Env. Audit 50,000
Total 1,25,000
Annexure I
Location Map
Annexure for Residential cum commercial construction project –Plot 662
Area Statement Details
Sr. No Details Area in Sq. m
A Area as per 7/12 20,400.00
B Area not under N/A 1028.00
C Net gross plot 19372.00
D Deductions
a.9 m wide D.P. Road 687.35
E Net Plot Area (A - B) 18684.65
F Deductions
a. Amenity space 15% 2802.70
b. Open space 10% 1588.20
G Net plot area 14293.76
H Permissible FSI (1.10) 15723.13
I Paid FSI (0.20 of net plot) 2858.75
J Additions
a. 9 m wide D.P. road 687.35
K Permissible FSI 19269.23
L Proposed FSI 18263.92
Proposed residential area 16069.17
Proposed commercial area 2100.26
M Free of FSI Area 12242.57
Area statement for Amenity Building
N Net gross plot 2802.70
O Add
P Allowable FSI ( 0.75 of net Plot) 2102.02
Q Allowable 0.20 paid FSI (0.20 of net plot) 560.54
R Permissible FSI 2662.56
S Proposed FSI 2660.00
T Proposed Free of FSI 1056.36
U Total Construction Built Up area (L + M + S + T) 34,128.36
Annexure for Residential cum commercial construction project –Plot 662
Free of FSI statement
Sr. No. Details Residential
area in sq.m.
Amenity area
in sq.m.
1. Balcony 2490.23 399.00
3. Terrace 1727.04 --
4. Passage 1398.23 324.72
5. Staircase 1362.92 245.58
6. Lift /LMR 190.04 87.06
7. Club house 85.93 --
8. Refuge 57.96 --
9. Covered Parking 4583.00 --
Services 347.22 --
Free of FSI 12242.57 1056.36
Annexure for Residential cum commercial project-Plot 662
Building Configuration and Occupancy
S. NO
Types of Buildings
Configuration Height (m)
No of Tenements
Occupancy 2
BHK 2.5 BHK
A Residential
1 A B +G +11
40 0 200
2 B B + G+ 11
42 0 210
3 C B + G + 11
0 44 220
D B+ G + 11
0 44 220
E B + G + 11
0 44 220
Total Residential
82 132 1070
B Commercial
1 A G + 1
G.F.- 325 sq.m.
109
1st floor – 310 sq.m.
31
2 B G + 1
G.F.- 288 sq.m.
96
1st floor – 315 sq.m.
32
3 C G G.F. – 191 sq.m.
64
4 E G G.F. – 191 sq.m.
64
5 F G G.F. – 234
sq.m 78
6 Amenity Building
G + 3 2716 sq.m. 906
Total Commercial 1380
Proposed Construction Project at Plot 662
Water Demand and Water Budget
• Water demand
1 Total No. of Tenements 214
2 Population @ 5 per flat 1070
3
Assumed Water Consumption [LPCD]
135
4 Water Requirement [kl] 144
5
Fresh Water Requirement [kl] (90lit/day)
96
6
Flushing Water Requirement [kl] (45 lit/day)
48
7 Commercial Population 474
8 Water Requirement 45
9 Fresh Water Requirement [kl] (15 lit/day)
7
10 Flushing Water Requirement [kl] (30 lit/day)
14
11 Amenity Population 906
12 Fresh Water Requirement [kl] (15 lit/day)
14
13 Flushing Water Requirement [kl] (30 lit/day)
27
14 Landscape 10
Total water requirement 216
Proposed Construction Project at Plot 662
• Water Budget: For Residential & Commercial
• * 150 KLD = 130 KLD is for residential & 20 KLD for commercial
Total Fresh Water Demand 103 KL
Loss (10%) 10 KL
STP 93 + 56 = 149
(Capacity: 150* KLD)
Gardening 10 KL
Excess to Sewer line
77 KL
Total Treated WW Quantity 149 KL
Flushing 62 KL
Loss (10%) 6 KL
Proposed Construction Project at Plot 662
• Water Budget: For Amenity
Total Fresh Water Demand 14 KL
Loss (10%) 1 KL
STP 13 + 24 = 37
(Capacity: 37 KLD)
Gardening 10 KL
Excess to Sewer line
77 KL
Total Treated WW Quantity 37 KL
Flushing 27 KL
Loss (10%) 3 KL
Details of sewage treatment plant
The quantity of sewage is based on water supply consumption figures. The quantity of
sewage generation is about 80% of domestic water consumption. Domestic water
demand is 117 CMD. The sewage of about 149 CMD will be collected from 214 flats and
commercial complex. The Capacity of Sewage Treatment Plants will be 130 cum/day for
residential & 20 CMD for commercial.
For location of STP please Refer Annexure II: Layout Map
8.2 SEWAGE QUALITY
The wastewater generated is exclusively domestic in nature and hence quality of sewage
is known (as per standard range). The parameter would be as follows:
1 Design Parameters Inlet Outlet
a pH 6.5-8.5 6.5-7.5
b BOD mg/lit 250-300 <10
c COD mg/lit 350-450 <30
d Suspended Solid mg/lit 200-300 <10
e Oil & Grease mg/lit 10-15 <5
The plant will be designed for capacity 150 cum/Day (130 KLD for residential & 20 for
Commercial). The treated waste water will be recycled for gardening through
sprinklers/drip irrigation system and for Flushing. The excess treated water will be
disposed off in nearby municipal sewer. The plant will be constructed below Ground
Level the equipment room will also be located below Ground Level.
PROCESS - FLUIDIZED AEROBIC BIO-REACTOR (FAB):
The domestic sewage generated from residential complex will be collected in
equalization tank after passing through screen chamber. In equalization tank there will
be separate compartment for removal of oil and grease. Floating oil will be removed
manually and collected in oil collection tank by gravity. From equalization tank oil free
raw sewage will be pumped to FAB tank.
The FAB consists of tank filled with special media. These media are made of specially
developed material of control density such that they can be fluidized using an aeration
device. A bio film develops on the media which moves along with the effluent in the
reactor. The movement within the reactor is generated by providing aeration with the
help of diffusers placed at the bottom of the reactor. The thin bio film on the media
enables the bacteria to act upon the bio degradable matter in the effluent and reduce
BOD/COD content in the presence of oxygen from the air that is used for fluidization.
The aerated liquid will overflow to tube settler for separation of solids from liquid. The
settled sewage will be collected in intermediate storage tank & then will be pumped
through sand filter, activated carbon filter and Ozonation system to treated water
storage tank. From storage tank, treated sewage can be reused for flushing/gardening.
The sludge from settling tank will be pumped to FAB tank to maintain desired MLSS
concentration in FAB tank as return sludge (optional) while excess sludge will be stored
in sludge holding tank. This sludge further pumped to sludge dewatering system. The
dried sludge will be used as manure.
1.0 INTRODUCTION Selection of technology for sewage treatment should be on criteria such as plant
which work without electricity, require minimum maintenance and most importantly,
the technology should be self-sustainable. National Environmental Engineering
Research Institute (NEERI), Nagpur has developed a novel technology based on
natural method of treatment of sewage using constructed wetlands. The technology
is named as PHYTORID and is well patented nationally and internationally.
Use of plant species along with their root system along with the natural attenuation
processes can be combined together to get the Phytorid Technology. It is one such
technological solution, which can be easily implemented in cities as well as in rural
areas for treatment of wastewater. The system is based on use of specific plants
normally found in natural reed with filtration and treatment capability. This system can
be utilized for a wide variety of applications. It can be used for secondary and tertiary
treatment of municipal wastewater, sludge management, treatment of industrial or
agricultural effluent as well as for the treatment of landfill leachates.
PHYTORID technology is developed by NEERI for sewage treatment. NEERI is a
government research institute under Council of Scientific and Industrial Research.
This is one of the most reputed laboratories for environmental research and
consultancy. This technology has world patent to its credit. The national
environmental policy recommends use of constructed wetland systems for efficient
sewage treatment. Go Green Solutions is marketing technology as an authorized
licensee of PHYTORID.
2.0 SIMPLE SOLUTION FOR SEWAGE TREATMENT The main objective of the proposed project is to provide a simple, feasible, practically
sound, eco-friendly, maintenance free and cost-effective technology, which can
handle the sewage waste water treatment leading to reuse of treated water for
purposes like gardening.
PHYTORID is a scientifically developed systematic treatment methodology for waste water. � PHYTORID combines Physical, Biological and Chemical processes. � Works on gravity � No electric power requirement � Scalable technology
� Easy to maintain � Adds to aesthetics � Cost effective
3.0 TYPICAL DESIGN FEATURES The general concept design for the Phytorid system is presented in Figure 1.
However, the design may be further modified as per specifications and land
availability.
The sub-surface flow type, Phytorid system is proposed for the treatment of sewage
or domestic wastewater which will consists of a basin or a channel with a barrier to
prevent seepage, but the systems/ cells/ beds contain a suitable depth of porous
Bed
Sectional View Plan
Next
Inlet
Outlet
Parallel System
Series System Combined
Figure 1: Cross Sectional View of Phytorid System
media. A primary treatment facility would also be constructed along with basic for
effective removal of solids and thus reduces the marginal BOD.
The porous media also supports the root structure of emergent vegetation. The
design of the Phytorid system assumes that the water level in the cells will remain
below the top of the filter media.
The vegetation to be utilized for the said Phytorid system is very important. Various
species of aquatic plants have been utilized to attain maximum efficiency in the
treatment of domestic wastes. These include species like Phramites australis,
Phalaris arundinacea, Glyceria maxima, Typha spp., Scirpus spp., other common
grasses etc.
4.0 ADVANTAGES OF PHYTORID TECHNOLOGY � Treatment efficiencies for the removal of BOD, COD and faecal coliform are in
the range of 92-95%,
� Nutrients such as N and P are removed up to 80%, which is greater than the
traditional chemical methods.
� It is a very cost effective technology when compared with the traditional
wastewater treatment methods.
� Since it utilizes natural vegetation and rhizosphere microorganisms, it is eco-
friendly method of treating sewage.
� An important factor to be considered is the aesthetic improvement that is
provided by this methodology.
� No mosquitoes and odour nuisance
� The treated water can be used for enhancement of environmental architecture
such as roadside fountains.
� The quality of treated water is comparable to irrigation standards
5.0 METHODOLOGY The treatment process consists of primary treatment plant followed by Phytorid
treatment system. The hydraulic loading shall be started with 40% capacity in the
beginning till the time of acclimatization of the plants to the hydraulic load and shall
be later increased to 100%. The further loading and efficiency shall be monitored to
establish how much more of either hydraulic or BOD load can be effectively used.
This would entirely depend upon the variation in the sewage characteristics used for
treatment.
Components of PHYTORID system
ProcessesSedimentation
Bacterial action
Filtration
Adsorption
Precipitation
Decomposition
Nutrient uptake
Vegetation system
Phytorid bed
Treated water storage
Sewage collection
/ Settler tankBar screen
Chamber
6.0 LAND AREA REQUIREMENTS The total area required for proposed grey water treatment capacity of 100 m3/day
wastewater treatment is approximately 110 m2. The area includes area requirements
Sewage Collection Tank, Settler tank, Phytorid bed, Treated Water Collection tank
and sludge drying bed.
7.0 OPERATION AND MAINTENANCE This technology is natural system; as a result operation is mostly passive and
requires little operator intervention. Requirement for area can change on various
factors such as load (kg BOD/day), ambient temperature, topography of the region,
flow characteristics, etc. Maintaining uniform flow across the Phytorid system through
inlet and outlet adjustment is extremely important to achieve the expected treatment
performance. Sampling of inlet and outlet will be carried out for a period of 3 months
every month and thereafter quarterly after stabilization of the treatment systems for
first one year.
Rain water Harvesting and Storm water Drain
The rain water harvesting could be done by no of ways. Some of the alternatives are
• Collection of roof rain water from individual bungalow and using it for specified
purpose like drinking, garden etc.
• Collection of storm water and utilizing it for recharging of ground water table
through existing and new wells.
• Collection of storm water in protected underground storage tank / open water
body and utilization of the same as per requirement.
• Trenching within the plots.
We recommend the following:
• The storm water collected in the storm water conveyance system will be used or
recharging of ground water table through the bore wells.
• Wherever possible, the trenches would be provided for percolation.
• Excess water will be stored in the rain water harvesting tank proposed and will
be used for different purposes
• Percolation of the rain water depends upon the permeability of earth strata. By.
Providing no. of recharge pits and recharge of bore well necessary efforts will be
taken for maximum recharging of ground water.
A) Rainwater Harvesting by Ground Water Recharge:
Design Basis:-
• Size of the recharge pit = 1.5 m x 1.5 m x1.5 Depth.
• No of recharge pit proposed = 8 no’s
For calculating flow following formula is used and the calculations are tabulated as
under.
Area x Rainfall intensity x Runoff coefficient
Flow = ----------------------------------------------------
1000 x 60
Average rainfall intensity 50 mm i.e. 0.05 M
RWH Potential = Area x Average intensity (i.e 0.625) x Runoff coefficient
S. N. Type of Area Area in (m3)
Run of Coefficient
Rain water collection (m3/hr)
RWH Potential (annual)
a Roof/terrace 4621.13 0.875 202.17 2527.18
b Landscape 2162.32 0.200 21.62 270.29
C Paved Area 10098.19 0.825 435.95 5206.88
Variable 659.75 8246.36
• The storm water Drain will be used or recharging of ground water
table through the bore wells.
LENGTH OF PIT
WIDTH OF PIT
DEPTH OF PIT
AREA OF L*D
NO OF
SURFACES
AREA OF L*W
NO OF SURFACE
S
AREA OF PITS
NO OF PITS
TOTAL AREA OF PITS
1.5 1.5 1.5 2.25 4 2.25 1 11.25 8 90
DIA OF BORE (m)
DEPTH OF BORE (m)
NO OF BORES
AREA OF ONE BORE (Sq.m.)
TOTAL
AREA OF
BORES
RAINFALL IN DAYS
PERCOLATION IN LTRS /SQ.M. /DAY
TOTAL PERCOLATION in cu.m.
Yearly percolation in cu.m.
% percolated
0.15 12.2 8.0 5.75 45.97 75 204 27.74 2,080.3 25.23
Annexure for Plot 662
SWM Generation, Treatment and Disposal
Details Residential Commercial Total
Population of project 1070 1380 2450
Biodegradable Waste generation
(Kg/day/capita)
0.285
0.050
--
Total Biodegradable waste (kg/day)
305 69 374
Non Biodegradable waste generation (Kg/day/capita)
0.175 0.100 --
Total Non biodegradable waste (kg/day)
187 138 325
Disposal : Biodegradable waste KWIK mechanical composter
Disposal : Non- Biodegradable waste
Through SwACH
Solid Waste Disposal
� Disposal of Non-Biodegradable waste:
Non biodegradable waste will be collected separately from source of generation and further
separation as paper, plastic and metal will be done as solid waste management facility and
then disposed through authorized vendors
� Disposal of Biodegradable waste:
For disposal of solid waste is a big community problem in era of urbanization
Following are the effects
1. Foul Odour
2. Unhygienic and ugly looking vicinity
3. Germs and insects breeding
4. Diseases and epidemic
Annexure for Plot 662
5. Health and fire Hazardous
6. Non –Availability of Land
7. Long distance transport of garbage and dumping site
For disposal of solid waste in sustainable way Organic waste convertor is useful in residential
complexes
Biomechanical Process of Waste conversion
Organic wasteOrganic wasteOrganic wasteOrganic waste (Kitchen and(Kitchen and(Kitchen and(Kitchen and Garden wasteGarden wasteGarden wasteGarden waste) Waste TreatmentWaste TreatmentWaste TreatmentWaste Treatment With BiocultureWith BiocultureWith BiocultureWith Bioculture Homogenized Odour Free OutputHomogenized Odour Free OutputHomogenized Odour Free OutputHomogenized Odour Free Output
In Curing system for 2 weeksIn Curing system for 2 weeksIn Curing system for 2 weeksIn Curing system for 2 weeks CompostCompostCompostCompost (Used in Own Garden as (Used in Own Garden as (Used in Own Garden as (Used in Own Garden as manure)manure)manure)manure)
Annexure for Residential Construction Project Plot 662
Fire Fighting Plan Details
Fire and General Safety Measures:
� Courtyard fire hydrants will be proposed to use in the complex.
� Fire refuge areas to be provided in each building.
� Electrical meter room shall be on the ground floor and it will be adequately
ventilated.
� The lighting of the escape route will be on independent circuit.
� Fire fighting and fire alarm provisions shall be made within the complex.
� Encouragement for residents to buy additional fire extinguishers for their flats. Proper
training given to residents for emergency evacuation procedures and using fire pumps.
• Fire safety plan is provided with all fire details like pump house, Fire line etc.
• Wet risers cum down comers with landing valves on all floors
• There are yard (external) hydrants have been proposed around periphery of the
building.
• Portable Fire extinguishers will be installed
• Provision of fire safety construction and protective and warning system
• Use of fire protection features such as sprinkler systems, hose boxes, hose reels or
standpipe systems, and other fire fighting equipment
• Fire-Resistant materials for flooring and walls
• Safe Passage to a public way or safe dispersal area
• Fire Exits, Sealing of stairways, vertical shafts, and horizontal exits from smoke and
heat
• Sufficient access / set back along all sides of building to facilitate movement of
emergency vehicles
DETAILS OF ENERGY REQUIREMENT & ENERGY CONSERVATION MEASURES
1. Energy Requirement:
A. During Construction Phase:
� Source of power supply MSEDCL.
� Total demanded load will be 45 KW (Approx.)
� D.G. Sets. (Approx.62.5 KVA x 1 No. as backup).
� Fuel Requirement (Diesel at 75% loading) – 10 liters. /hr
B. During Operation Phase:
� Source of supply: MSEDCL.
� Total Connected Load: 1829 KW, 2287 KVA,
� Total Demanded load: 1097 KW, 1372 KVA
� Transformers: 630 KVA X 4 Nos. On connected load as per MSEDCL guidelines.
� DG Sets: 160 KVA X 1 No.
� Fuel Requirement (Diesel at 75% loading) –30 liters. /hr.
2. Energy Conservation Measures:
� Use of LED in Parking area, lift-lobby and stair-case.
� Using Solar system in Common Area Lighting (10%). & Street/ Landscape lights with LED
lamps.
� V3F drive is proposed for all lifts.
� As per MSEDCL requirements, it is recommended to use low loss Transformer. Losses
for Transformer shall, in principal, comply with ECBC norms.
� Recommend to attain power factor of the installation near unity.
� Independent Energy meters for all pollution control equipments.
3. Following are the Energy efficient fixtures recommended for energy conservation:-
� T5 lamp & Electronic Ballasts are proposed for parking areas.
� LED type of light source is proposed for common Lobby, Lounge, and Staircase area.
� Automatic time based controls are proposed for all outside lighting to save power by
avoiding manual switching ON & OFF the lights.
� Motion Sensors are proposed in Car Parking Areas & Lift lobbies.
� The estimated saving in common area lighting consumption is up to 20% i.e. 30240 KWh
per Annum, due to adopting above measures.
Annexure for Residential Construction Project at Plot 662
List of Building Materials & Equipments
List of Materials
Sr. No. Item
1 Cement
2 Steel
3 Sand
4 Metal
5 Hollow blocks
6 Metal
7 Crush sand
8 Others-Plywood, Tiles, Granite, Marble, Plaster of Paries, Murum
Machinery and equipments
Sr. No. Machinery
1 Two bag concrete Mixer
2 Four bag Concrete Mixer
3 Concrete Pump
4 Earth Compactor
5 JCB
6 Rock Excavator
7 Vibrators
8 Concrete Vibrator
9 Drill Machine
10 Shuttering Material
11 Rope Hoiste
12 Concrete Batching Plant
A REPORT ON THE HYDROGEOLOGICAL INVESTIGATIONS
CARRIED OUT AT 662, WAGHOLI, PUNE
INTRODUCTION:
In order to understand the overall Hydrogeological conditions and physical properties of rock below surface investigations were carried out at IVY Estate, Wagholi. The Project area is located in Gat No.662 and measures 19,433.45 Sq.Mt. It is being developed by Aslam Haji & others. The investigations were conducted in two parts, viz. (A) Hydrogeological and (B) Geophysical. The data obtained has been interpreted and analysed and the findings are discussed in the present report.
(A) HYDROGEOLOGICAL:
Field traverses were taken over the entire project area to study
topography, geology and hydrology conditions. These aspects have relevance with the occurrence and movement of ground water. The observations are as below.
(i) Topography :
The project area is comparatively a low lying area adjoining Pune –Aurangabad State Highway. The elevated land could be observed in eastern direction. In fact the land in this direction is occupied by small hills having north south trend. The land has gentle slope in western direction.
(ii) Geology :
Geology of the area is that of Deccan trap Basalt rock formation. Products of weathered Basalt, especially Murumic Soil, could be observed during field traverses. In one of the cuttings, Murum is followed by moderately weathered fractured Basalt. Surface exposures of massive Basalt appears predominant towards eastern upland which is less weathered. Even though the project area indicates highly weathered Basalt (i.e. Murum) followed by fractured Basalt, predominantly, the area is covered with hard rock formation. (iii) Hydrology :
The Hydrological characteristics are well understood from the existing
dug wells/bore wells in the area. However, there are no such structures located in the project area. However, historical data in the adjoining parts of the area indicators that inspite of drilling of bore wells upto 100 Mts. Depth they are eighter poor yielding or dry. (500 – 600 lit/hr). A dug well in the vicinity of the project area, studied initially suggests, jointed, fractured Basalt acting as aquifer having moderate yield. This may be due to upland topography and existence of hard massive Basalt with inadequate fracturing. The project area, since located in comparatively low lying area, the aquifer rock may be slightly more yielding. The overall ground water conditions appear moderate. The weathered jointed and vesicular Zeolitic basalt having shallow depth with inadequate to moderate yielding capacity. In the Deccan trap area, the general trend of water levels for the project area may be as below.
(i) Pre – Monsoon - 20 to 25 Mt. below ground level (ii) Post – Monsoon - 8 to 10 Mt. below ground level.
(B) GEOPHYSICAL (ELECTRICAL RESISTIVITY):
For ascertaining the physical properties of rock below surface, Geophysical investigation was carried out. The Vertical Electrical Sounding taken in the area indicates.-
(1) The area is covered with hard rock formation below surface.
(2) The highly weathered Basalt(Murum)is less thickness.
(3) The aquifer rock, i.e. Vesicular, Zeolitic and jointed Basalt is
restricted upto shallow depth.
(4) The area appears favourable for ground water recharge at shallow depth.
QUANTIFICATION:
(a) Availability of water at the site.
Area (Sq.Mt.) x Rainfall (Mt.) = 19,433 Sq.Mt. x 0.70 Mt. (700 mm)
= 13,603 M3
= 0.013 MCM
(b) Water that can be accommodate in the aquifer Area of aquifer (Sq. Mt.) x Water table fluctuation (Mt.) x Specific capacity of aquifer.
= 3,900 Sq. Mt. x 10 Mt. x 0.03
= 1,170 M3
= 0.0012 MCM
From the above, it will be seen that, out of total water availability at present 10% is being accommodated in the aquifer and rest contributing to run-off. This can be utilised for recharging shallow aquifer by appropriate measures suggested above. Since the ground water is dynamic in nature, ground water continues to move under gravity upto the extention of aquifer or upto the place where, its withdrawal takes place through dug well/bore well. Thus, there exists a scope for accommodating additional recharge.
Due to terrain conditions in and around the project area, having shallow
aquifer rock formation the ground water recharge is restricted upto shallow depth.
RECOMMENDATIONS:
Since the area is favourable for ground water recharge at shallow depth, following recommendation is made.
1) Construction of filter pits of 2 Mt x 2 Mt. x 2 Mt. dimensions. These
may be constructed along storm water drain line keeping a distance of 15 Mts. Between consecutive pits.
2) In some pits a bore of 10 Mt. may be drilled at its bottom thereby
ensuring accelerated shallow ground water recharge.
QUANTIFICATION OF RECHARGE:
In the area covered with predominant hard Basaltic rock formation,
quantification of groundwater recharge is rather difficult. This is due to anisotropic characteristics of Basalt as far as occurrence and movement of ground water is concerned. However, an attempt has been made as below.
Recharge pits Dimensions = 2 Mt. x 2 Mt. x 2 Mt.
Quantification would be = 2 Mt. x 2 Mt. x 1 Mt. (1 Mt. filter media)
= 4 M3 (one time filling)
Now in a monsoon period 5 to 6 days in a month are such when the
rainfall is more than 5 mm. This is useful for ground water recharge. Therefore in a total monsoon period of 120 days there would be such 25 days. Thus the recharge likely to take place through one filter pit would be
4 M3 x 25 = 100 M3
Additional recharge would be available depending upon no. of pits. In the remaining 100 days, emptying of pit (recharge) and refilling during
subsequent rain spell is anticipated in a cyclic manner. A bore of 10 Mt. at the bottom of pit, as suggested, would further
enhance the recharge quantity.
CONCLUSIONS:
(1) Area represents low lying topographic setting adjoining Pune- Aurangabad road.
(2) The weathering of Basalt is more in this part in comparison with the eastern high land topography.
(3) It represents shallow aquifer conditions upto 10 to 12 Mtrs below which the area is predominantly covered by hard Basalt.
(4) The weathered, Vesicular Zeolitic Basalt and jointed Basalt are the aquifers.
(5) The Water Conservation measures, as suggested is likely to strengthen the shallow aquifer and will also help in soil moisture retention through out the year.
(DILIP SATBHAI) HYDROGEOLOGIST
SELF ASSESSMENT REORT (SAR)
Sr. No. Particulars Environment Grading Points
SAR by Proponent
Assessment/ Verification by Members
A Site Planning
a. Orientation, excavation/filling 2 2
b. Landscape, open spaces and parks 3 3
c. Circulation and parking 2 2
d. Social acceptability 3 3
B Management of Water
a. Adequate and suitable source 4 4
b. Management of Demand 4 3
c. Recycling of treated waste water 4 3
d. Rain water Harvesting – quantity & safeguard 4 4
e. Collection, treatment and disposal of waste water 4 3
C Building Materials
a. Use of local materials & construction techniques 3 2
b. Use of fly ash and other industrial wastes 4 3
c. Use of less energy intensive materials 3 3
D Management of Energy
a. Energy consumption per Sq.mtrs. of area 5 4
b. Use of energy saving materials (min. use of Glass) 5 5
c. Insulation to achieve ECBC norms 5 3
d. Use of solar energy for lighting and hot water systems. 5 5
E Renewable Energy Technology
a. Use of alternate energy wind mill 5 0
b. Energy through waste, passive solar architectural features 5 4
F Management of Storm Water
a. Obstruction to others 3 3
b. Capacity of SW drainage 3 3
c. Outfall and prevention of flooding 4 4
G Management of Solid wastes
a. Biodegradable 4 4
b. Non-biodegradable 3 3
c. Hazardous 3 3
H Management of Noise and Odour
a. Containment of noise & odor 3 3
b. Abatement of noise & odor 2 2
c. Design and lay out of green belt 5 4
Total 100 85
Recommended