LIST OF ANNEXURESenvironmentclearance.nic.in/writereaddata/Online/TOR/25...10. Master Plan of Mohali showing project location Annexure 8 11. Approved Layout Pan Annexure 9 12. Layout

LIST OF ANNEXURES

S.No Description Annexure1. EC Letter Annexure 1(a)2. MoEF Letter Annexure 1(b)3. CLU Annexure 2

4. BOR Annexure 35. MOA Annexure 4(a)6. List of Directors Annexure 4(b)7. Undertaking Annexure 58. Construction Status Annexure 69. PERT Chart Annexure 7

10. Master Plan of Mohali showing project location Annexure 811. Approved Layout Pan Annexure 912. Layout showing existing & revision Annexure 1013. Consultant Document Annexure 11

ProjectDescription

PHYSICAL PROGRESS – MOHALI HILLS PROJECTSector 99, 104, 105, 106, 108 & 109

InfrastructureDevelopment

Works

1. 30 no.s houses have been constructed and customers started residing.2. STP with initial module capacity of 01 lakh liters each in sector 105 & 108 and 10 thousand

liters in sector 109 installed.

Sectors –Services Sewerage Drainage Water

supply Flushing Roads Streetlighting

Feederpillars

UGwatertanks

Parksdevelopment

work

Completion(%age) 90% 90% 90% 90% 90% 85% 85% 100% 80%

The ViewsSec. 105

(Multi storeyapartments)

Total units – 696 nos.1. Tower J (84 units) – Finishing work completed. Occupation certificate received from GMADA.

66 units handed over to customers.2. Tower G (112 units) – Finishing work completed. Occupation certificate received from

GMADA. 32 units handed over to customers.3. Tower H (148 units) – Structure work completed.4. Tower K (112 units) – Structure work completed.5. Tower L (136 units) – Structure work completed.6. Tower F (104 units) – Structure work completed.

Central Plaza –Sec.105

(Commercial)

Total units – 286 nos.1. Structure/finishing work completed.2. Occupation certificate received from GMADA.3. 06 units handed over to customers.

The BungalowsSec. 105, 108 &

109(Single storey

unit)

Total units – 68 nos.1. 51 units in sector 108 & 109 completed.2. Structure works for 17 units completed.3. Occupation certificates received from GMADA for 50 units.4. 14 units handed over to customers.

The Villas –Sec. 106, 108 &

109(Three storey

unit)

Total units – 99 nos.1. Structure works of 99 units completed.2. Occupation certificates received from GMADA for 57 units.3. 09 units handed over to customers.

The TerracesSec. 108

(Independentfloors)

Total units – 54 nos.1. Structure work of 54 units completed2. Occupation certificate received from GMADA for 48 units.3. 21 units handed over to customers.

S. No Description 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020

1 Purchase of Land

2 Approvals

Grant of EC & CTEApproval of CLUApproval of layoutApproval of building plans

3 Excavation

Group Housing/Central Plaza

4 Construction

GH/CP/VILLA/BUNGALOWS/TERRACES

5 Installation of DG set/STP

6 Grant of Consent to Operate

7 Maintenance

a Roads / Parks

b Villa

c Bungalow

d Terraces

e Group housing

f Central plaza

8 Development after grant of EC

a Roads / Parks/Infrastructure

b Villa

c Bungalow

d Terraces

e Group housing

f club house

PERT/CPM CHART OF MOHALI HILLS PROJECT

MASTER PLAN OF MOHALI SHOWING PROJECT LOCATION

5

Project Site

To Ropar

To SirhindTo Patiala

To Tepla

Zirakpur

Chandigarh

Mullanpur

Kharar

Banur

NORTH ZONE

SOUTH ZONE

EXPANSION

REVISION

DELETION

REVISION

DELETION

EXPANSION

PLANNING

CHANGE

PLANNING

CHANGE

09 Nov. 2014

PROMOTERS

MGF

Emaar MGF Land Limited

REGD. OFFICE: ECE House, 28 Kasturba Gandhi Marg, New Delhi ï 110 001

INTEGRATED TOWNSHIP

SPECIAL EDUCATION

WELLNESS ZONE

SECTOR- 98,99,104,105&106

SAS NAGAR

WITH

AND

N

LEGEND

OTHER'S LAND

RESERVED AREA

( TO BE PLANNED LATER)

COMMERCIAL AREA

PUBLIC/INSTT.

SCHEME BOUNDARY

VILLAGE RASTA

AREA DEDUCTED UNDER ROAD

AREA PARTIALLY OWNED & BALANCE

UNDER GOVT. ACQUISITION

AREA FULLY UNDER GOVT. ACQUISITION

EXPANSION

PLANNING

CHANGE

REVISION

DELETION

EXPANSION

PLANNING CHANGE

PLANNING

CHANGE

PLANNING

CHANGE

PLANNING

CHANGE

PLANNING

CHANGE

PLANNING

CHANGE

PLANNING

CHANGE

REVISION/

DELETION

REVISION/

DELETION

REVISION/

DELETION

REVISION/

DELETION

15 Nov. 2014

PROMOTERS

MGF

Emaar MGF Land Limited

REGD. OFFICE: ECE House, 28 Kasturba Gandhi Marg, New Delhi ï 110 001

INTEGRATED TOWNSHIP

SPECIAL EDUCATION

WELLNESS ZONE

SECTOR- 108,109&110

SAS NAGAR

WITH

AND

N

EM-MP/SUB/MH/1.01B

LEGEND

OTHER'S LAND

RESERVED AREA

( TO BE PLANNED LATER)

COMMERCIAL AREA

PUBLIC/INSTT.

SCHEME BOUNDARY

VILLAGE RASTA

AREA PARTIALLY OWNED & BALANCE

UNDER GOVT. ACQUISITION

AREA DEDUCTED UNDER ROAD

1'=160'-0"

AREA FULLY UNDER GOVT. ACQUISITION

EXPANSION

PLANNING

CHANGE

REVISION

DELETION

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme).

1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

Reply: The project has been earmarked for the Integrated township; Land has been alloted for Integrated Township as per the Change in Land use obtained from the Town & Country Planning Department. Copy of Change in Land use is enclosed as Annexure 2. It is anticipated that the construction activities of the project will not have an adverse effect on the land use activities in the project area. The development of green belt and other landscaping will enhance the visual aesthetics of the area.

M/s. Emaar MGF Land Limited is developing an Integrated Township namely “Mohali Hills” at Sectors 98, 99, 105, 106, 108, 109 and 110, SAS Nagar, Mohali, Punjab The center co-ordinates of project site are 30°39'35''N and 76°40'37''E. Toposheet showing location of the project site is enclosed with the application. Location of the project is shown in Figure 1 of Conceptual Plan. M/s. Emaar MGF Land Ltd. had entered into an agreement with Department of Housing & Urban Development, Govt. of Punjab for developing a project with Special Education & Wellness Zone in Sector-85-114 of SAS Nagar, Mohali on 17.11.2006. As per the agreement, a total of 2000 acres of area is to be developed in phased manner in Sectors-85 to 114. However, out of this total of 2000 acres, the Environmental Clearance has been accorded by MoEF, GoI vide Letter No. 21-171/2007-IA.III dated 18th June, 2008 for developing 888.50 acres (or 359.56 hectares) of area. Copy of earlier EC is enclosed as Annexure 1(a).

Subsequently during the sector demarcation procedure, project area initially envisioned to be Sector-98, 105, 108 & 109 covering 888.50 acres (or 359.56 hectares) of area for which EC has been obtained, has instead been marked in Sector-98, 99, 104, 105, 106, 108, 109 & 110. It is clarified by Northern Regional Office, MoEF Chandigarh vide Letter No. 5-131/2008-RO (NZ) dated 08.02.2012 that the geographical features of these are identical, as only the nomenclature of sectors have changed. Copy of MoEF letter is enclosed as Annexure 1(b). Out of this total 888.50 acres (or 359.56 hectares) of area,

initially development was planned for 601.50 acres as mentioned in MoEF letter.

Accordingly, development work was started on site but due to recession in market and financial crisis, project could not be completed and construction work was stopped at site. Now, planning has been finalized for 625.35 acres (or 253.07 hectares) for which layout has been approved by Chief Town Planner, Chandigarh. Approved Layout Plan is enclosed as Anexure 9. Also, validity of Environmental Clearance has been expired; thus, fresh application has been filed for Environmental Clearance for 625.35 acres (or 253.07 hectares) of land.

The project is adjacent to the Kharar-Banur Highway. The nearest railway stations are S.A.S Nagar Railway Station and Kharar Railway Station which are at a distance of 6 km (NE) and 8 km (NW) respectively. The nearest airport is Chandigarh Airport which is at a distance of 10 km in NE direction

Copy of Change in Land use is attached as Annexure 2. Approved Site Plan is enclosed as Annexure 9. Contour Plan will be submitted along with EIA report.

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.

Reply: Comparison of details of EC Accorded & fresh application are as under: SI.

No. Description EC Accorded Fresh Application

1. Total Plot Area 888.50 acres (or 359.56

hectares)

625.35 acres (or 253.07

hectares)

2. Built-up Area

GH = 2,97,000 sq.m.

Apartments = 3,507 + EWS

2766 units; Institutional =

1,81,619 sq.m. + Residential

Plots = 3,425

8,61,844.852 sq.m.

3. Total Water

Requirement 10,303.66 KLD 13,744 KLD

4. Fresh water

Demand 7740 KLD 10,584 KLD

5. STP capacity

2 STPs of 10,600 KLD

capacity (STP-1- 4900 KLD

at Sector-105 & STP-2-5700

KLD at Sector-109

At present: 3 STPs of 100,

100 & 10 KLD

Existing STPs of 100 +

100 + 10 KLD +

proposed STP of 3.7 &

7.6 MLD capacity

6. Parking provision 49,289 ECS

GH1 = 1,305 ECS;

GH2 = 625 ECS &

Comm. = 1,061 ECS

apart from individual

plots

7. Power Load 22,07,611 KW 65,106 KVA

8. Project Cost Rs. 5,000 Crores Rs. 2,108.286 Crores

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 landuse, disturbance to the local ecology).

Reply: The project being a well planned activity will result in organized spaces and green areas. About 42.83 acres (@ 7.21%) is earmarked for landscaping. The project will have an overall positive impact on the existing land use and will not cause any disturbance to the local ecology. Proposed activity shall have no impact on surroundings.

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)

Reply: There shall be no land disturbance resulting in erosion, subsidence and instability as it is a flat land. The site falls under Seismic Zone IV as per the seismic map of India and indicating high damage risk zone. Contour Plan will be submitted along with EIA report. Soil testing is being done on regular basis and is being submitted in six monthly compliance reports.

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)

Reply: The project does not intersect any natural drainage route. No perennial or non-perennial drainage system is found to exist in the project area or being obstructed by the project. The surroundings comprise an urbanized stretch. Contour Plan will be submitted along with EIA report.

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.)

Reply: The soil excavated will be done for the foundation of building. Soil excavated will be stored within project site & will be used for cutting & filling and landscaping.

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

Reply: During Construction period, a Water demand of 400 KLD (@ 30% of the demand during operation) may be there. The water requirement will be provided by treated water of existing STP. Domestic water demand for 100 workers during peak period @ 5 KLD which will be provided by water tankers. Waste handling will be done by site contractor whose responsibility lies with collection & storage of construction and demolition waste generated on the site. All the construction waste generated during construction is being used with the site itself for filling the floors, roads, aggregate for mortar, etc. to the extent feasible. Remaining is being sent to the authorized agency for disposal.

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)

Reply: No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. No low lying areas or wetlands are found in the region.

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

Reply: No. The waste generated during construction includes material as broken bricks, dry plaster pieces, broken sanitary items which is being used within as in lying down floors, internal road. The pieces of iron are being sold to Kabadis.

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.

Reply: During operation phase, water supply will be provided from borewells (13 Nos); out of which 3 are operational. The total water requirement for all the sectors will be 13,744 KLD. Fresh water requirement will be 10,584 KLD. 11,374 KLD of sewage will be generated from the project after full occupancy which will be treated in existing 3 STPs of 100, 100 & 10 KLD capacity and proposed 3.7 & 7.6 MLD capacity. Existing STPs are based on MBBR Technology. Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer & treated water lines. Thus, common STP is being provided for the treatment of wastewater generated from these sectors. 100 KLD STP already exists at site. While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100 & 10 KLD STP already exists at site. Water Balance diagrams for Sectors 98, 99, 104, 105 & 106 and Sectors 108, 109 & 110 for different seasons are shown below in Figure 2(a), 2(b) & 2(c) and Figure 3(a), 3(b) & 3(c) respectively in the Conceptual Plan.

2.2 What is the capacity (dependable flow or yield) of the proposed source of water? Reply: During Operation Phase, water will be supplied from borewells (13 Nos.). The

total water requirement for all the sectors will be 13,744 KLD out of which fresh water demand will be 10,584 KLD after full occupancy.

2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality)

Reply: The water quality confirms to required standards i.e. IS 10500-2012.

2.4 How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage)

Reply: It is expected 11,374 KLD of sewage will be generated from the project after full

occupancy which will be treated in existing 3 STPs of 100, 100 & 10 KLD capacity and proposed 3.7 & 7.6 MLD capacities. Existing STPs are based on MBBR Technology. Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer & treated water lines. Thus, common STP is being provided for the treatment of wastewater generated from these sectors. 100 KLD STP already exists at site. While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100 & 10 KLD STP already exists at site. The water balance is shown in Conceptual Plan. Treated water shall be recycled for the purpose of irrigation and flushing in toilets within the project and remaining will be disposed off to GMADA sewer

2.5 Will there be diversion of water from other users?(Please assess the impacts of the project on other existing uses and quantities of consumption)

Reply: No. There will not be any diversion of water from other users.

2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity)

Reply: Minimum, the wastewater shall be treated to tertiary level and treated water will be reused within project site to the maximum possible extent for flushing & horticulture and remaining will be disposed off to GMADA sewer.

2.7 Give details of the water requirements met from water recharging? Furnish details of the facilities created.

Reply: Recharge pits has been proposed; details of which are mentioned in the Conceptual Plan which is enclosed with the application.

2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way?

Reply: Nil. The proposed development does not interfere with any natural drainage.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any)

Reply: Water demand will be fulfilled from borewells. Any impact on ground water due to abstraction shall be balanced through rainwater recharging. To reduce the freshwater demand and hence the groundwater stress, treated sewage will be used for landscaping and flushing.

2.10 What precautions/measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts)

Reply: The Construction Planning shall be done so that the excavation is prior to monsoon and all loose material is lifted to earmarked site so that there are no

chances of soil flowing along with run-off and clogging the storm system. Further during the construction, all materials will be stored as aggregates, sand and bricks in proper earmarked stacks. The material like cement or any materials that can lead to generation of leachate are being stored under sheds.

2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels

Reply: Proper storm water drainage system as per guidelines of Town and Country Planning shall be laid down. For details on storm water management, refer Conceptual Plan.

2.12 Will the deployment of construction labourers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation).

Reply: No. At the time of Peak Construction Activity, @ 100 workers are being employed. A temporary common toilet and bathroom facility are provided for this workforce. The temporary housing for this workforce is within the project and no hutments shall be allowed outside. The workforce is also provided with kerosene to use stoves for cooking.

2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal)

Reply: About 11,374 KLD of sewage shall be generated after full occupancy that shall be sent to existing STP of 100, 100 & 10 KLD capacity within the project site and proposed STPs of 3.7 & 7.6 MLD capacity where it shall be treated to BOD < 5 mg/l. The water being discharged will be tertiary treated and shall not add to any pollutant load.

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

Reply: Dual plumbing system is being provided for recycling of treated wastewater for flushing & horticulture.

3. VEGETATION 3.1 Is there any threat of the project to the biodiversity? (Give a description of the

local ecosystem with its unique features, if any) Reply: No ecologically sensitive area falls within the project site. Hence, no ecological/

biological threat has been anticipated.

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

Reply: No.

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

Reply: Green belt will be developed along the periphery of the project premises along with the internal parks and lawns. Total green area measures 42.83 acres.

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. Reply: No.

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. Reply: No

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

impacts on fauna Reply: 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)

Reply: No. The project does not have any permanent operating source of fossil fuel burning as Boiler or Furnace as project being a township Project. The generators to be provided shall only act as standby and shall comply by standards as laid down in MoEF Notifications GSR 371 E and GSR 520 E for compliance at manufacturing stage for noise and emission levels.

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.

Reply: There shall not be generation of hazardous gases or odorous fumes. The dust generation during the construction activity is being controlled by water sprinkling. Also, vehicles having Pollution under Control (PUC) certificates are allowed to enter the project.

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.

Reply: Individual plot owners will be responsible for the provision of parking within their plot itself. While, for the commercial areas, parking requirement has been calculated. Based on the requirement, adequate Parking has been proposed for commercial and Group Housing areas. The project has an adequate space for

parking i.e. Group Housing 1 =1305 ECS; Group Housing 2 = 625 ECS & Commercial = 1061 ECS. For details, refer Conceptual Plan.

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

Reply: Internal roads of adequate width, footpaths/pedestrian pathways are being developed within the project.

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.

Reply: No. Green Belt shall be provided to mitigate noise pollution from road traffic. No construction at night shall be there.

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.

Reply: See Clause-6 of Section-II of Form-I.

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?

Reply: No

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

Reply: No

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

Reply: The project strictly follows the Area Building Regulation of NBC. All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters have been strictly adhered.

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.

Reply: No

7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local

population? Provide the details. Reply: Total estimated population of the project will be 77,629 Persons after full

occupancy. No significant impact shall be there on demographic structure. 7.2 Give details of the existing social infrastructure around the proposed project. Reply: The area around the project is surrounded by local land area, Villages (Saneta,

Raipur Kalan, etc.). Areas occupied by colleges (Chandigarh Group of Colleges); Hospitals etc. and places of worship including the good infrastructure facilities.

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

Reply: No

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).

Reply: The construction involves the use of concrete and brick using PPC cement, which is fly ash based. All interior partitions are made on half brick wall to save quantum of bricks and to reduce structural load and thus, less consumption of steel. The wood is replaced with MDF wherever possible. In concrete work, admixtures are being used to reduce water cement ratio, which saves both cement and water.

8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Reply: Dust may be generated during activities as excavation of foundation; the foundation is excavated in minimum time. The vehicles which carry construction materials such as sand are made covered from top and made wet before movement and thus no dust is generated.

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

Reply: The construction debris is used in building the road and floors.

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

Reply: See Clause 4.2 of Section-II of Form-I.

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?

Reply: Total power load after expansion will be 65,106 KVA which is being provided by Punjab State Power Corporation Ltd. The total 13 DG Sets of 11,330 total

capacity (i.e. 2 × 380 + 2 × 500 + 7 × 1010 + 2 × 1250) will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Use of LEDs is proposed in all common areas and the residents shall be educated about the huge savings in their electricity bills if they use the LED. It is also proposed to use solar panels for solar hot water generation.

9.2 What type of, and capacity of, power back-up to you plan to provide? Reply: The total 13 DG Sets of 11,330 total capacity (i.e. 2 × 380 + 2 × 500 + 7 × 1010

+ 2 × 1250) will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. See 9.1, Form IA.

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

Reply: The structure does not have glass façade. The use of glass is only there in windows and has been selected with a low U value to reduce the solar heat gain.

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

Reply: Solar Panels and solar street lights are being provided within the site and details

of energy conservation will be provided with EIA report.

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.

Reply: Layout of buildings has been done as per the sun path analysis so that the design cuts off direct radiations of critical hours which are specific to the orientation.

9.6 Is shading effectively used to reduce cooling/heating loads? What principles have been used to maximize the shading of Walls on the East and the West and the Roof? How much energy saving has been effected?

Reply: Big balconies, shades over windows are proposed.

9.7 Do the structures use energy-efficient space conditioning, lighting and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC free chillers? Provide specifications.

Reply: Transformers of 85% efficiency will be used. Energy Conservation details will be provided with EIA report.

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?

Reply: The project will be developed with lush green. The green belt plan shall ensure

that trees and shrubs of different varieties & sizes are planted. This will cut off any local heat island generation or inversion effects and provides dilution effect.

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.

Reply: The thermal characteristic of building envelop considered for the project are: Roof: will have 4'' thick brick bat coba. U Value: 2.483 watts/sq.mtr. ºC. External walls: Double brick wall with air gap between them U value 0.28 BTU/Hr sftºF or 0.49 W/sq.mtr ºC. Windows: U value 0.17 BTU/Hr sftºF or 0.30 W/sq.mtrºC.

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

Reply: A fire Extinguishing system as per the requirements of National Building Code

is being provided.

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

Reply: Double glazed low emissivity glass U-Value = 1.6 W / Sq. Mtr. K SHGC = 0.57 External Shading designed to reduce SHGC to 0.25 Light transmittance = 75 %

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

Reply: The commercial project within the township will be centrally air conditioned. While, no centrally air conditioned is proposed in residential building and hence, there will be provision for ample natural ventilation.

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.

Reply: Solar street lighting, LED, natural light and ventilation will be used to minimize energy consumption.

10. Environment Management Plan Reply: The Environment Management Plan consists 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 includes the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

CONCEPTUAL PLAN

INTRODUCTION Emaar is one of the leading real estate companies, having developed many residential, commercial

projects and other business segments in India and abroad. M/s. Emaar MGF Land Limited is

developing an Integrated Township namely “Mohali Hills” at Sectors 98, 99, 105, 106, 108, 109 and

110, SAS Nagar, Mohali, Punjab. M/s. Emaar MGF Land Ltd. had entered into an agreement with

Department of Housing & Urban Development, Govt. of Punjab for developing a project with

Special Education & Wellness Zone in Sector-85-114 of SAS Nagar, Mohali on 17.11.2006. As per

the agreement, a total of 2000 acres of area is to be developed in phased manner in Sectors-85 to

114. However, out of this total of 2000 acres, the Environmental Clearance has been accorded by

MoEF, GoI vide Letter No. 21-171/2007-IA.III dated 18th June, 2008 for developing 888.50 acres

(or 359.56 hectares) of area. Copy of earlier EC is enclosed as Annexure 1(a). Subsequently during

the sector demarcation procedure, project area initially envisioned to be Sector-98, 105, 108 & 109

covering 888.50 acres (or 359.56 hectares) of area for which EC has been obtained, has instead been

marked in Sector-98, 99, 104, 105, 106, 108, 109 & 110. It is clarified by Northern Regional Office,

MoEF Chandigarh vide Letter No. 5-131/2008-RO (NZ) dated 08.02.2012 that the geographical

features of these are identical, as only the nomenclature of sectors have changed. Copy of MoEF

letter is enclosed as Annexure 1(b). Out of this total 888.50 acres (or 359.56 hectares) of area,

initially development was planned for 601.50 acres as mentioned in MoEF letter. Accordingly,

development work was started on site but due to recession in market and financial crisis, project

could not be completed and construction work was stopped at site. Now, planning has been finalized

for 625.35 acres (or 253.07 hectares) for which layout has been approved by Chief Town Planner,

Chandigarh. Approved Layout Plan is enclosed as Annexure 9. Also, validity of Environmental

Clearance has been expired; thus, fresh application has been filed for Environmental Clearance for

625.35 acres (or 253.07 hectares) of land.

Comparison of the details between EC Accorded and Fresh Application is mentioned below in

Table 1.

Table 1: Comparison of details of EC Accorded & fresh application

SI. No. Description EC Accorded Fresh Application

1. Total Plot Area 888.50 acres (or 359.56 hectares) 625.35 acres (or 253.07

hectares)

2. Built-up Area

GH = 2,97,000 sq.m. Apartments = 3,507 + EWS 2766 units; Institutional =

1,81,619 sq.m. + Residential Plots = 3,425

8,61,844.852 sq.m.

3. Total Water Requirement

10,303.66 KLD 13,744 KLD

4. Fresh water Demand 7740 KLD 10,584 KLD

5. STP capacity

2 STPs of 10,600 KLD capacity (STP-1- 4900 KLD at Sector-105 & STP-2-5700 KLD at

Sector-109 At present: 3 STPs of 100, 100

& 10 KLD

Existing STPs of 100 + 100 + 10 KLD +

proposed STP of 3.7 & 7.6 MLD capacity

6. Parking provision 49,289 ECS

GH1 = 1305 ECS; GH2 = 625 ECS & Comm. = 1061 ECS apart from

individual plots

7. Power Load 22,07,611 KW 65,106 KVA

8. Project Cost Rs. 5,000 Crores Rs. 2,108.286 Crores

SITE LOCATION & SURROUNDINGS M/s Emaar MGF Land Limited is developing an Integrated Township namely “Mohali Hills”. The

center co-ordinates of project site are 30°39'35''N and 76°40'37''E. Toposheet showing location of

the project site is enclosed with the application. Google Earth Image of the project is attached as

.kml file.

CONNECTIVITY The site is adjacent to the Kharar-Banur Highway. The nearest railway stations are S.A.S Nagar

Railway Station and Kharar Railway Station which are at a distance of 6 km (NE) and 8 km (NW)

respectively. The nearest airport is Mohali International Airport which is at a distance of 10 km in

NE direction.

Figure 1: Location Map showing project site

PROJECT COST The project cost including land and development cost will be Rs. 21,082.86 Million or Rs. 2,108.286

Crores.

AREA STATEMENT The total site area of the project is 2,530,701.66 sq.m. (or 625.35 acres). The detailed area statement

is provided below in Table 2(a):

Table 2(a): Area Statement

SI. No.

Description Area

(in Sq.ft) Area

(in Sq.m) Area

(in Acres) 1. Total area of Scheme 27,240,246 2,530,701.66 625.35 2. Area under EWS (@ 5%) 13,62,121.2 1,26,545.20 31.27

3. Area of Scheme after deduction of EWS (1-2) 2,58,78,124.8 24,04,156.46 594.08

4. Reserved Area 19,11,848.4 1,77,616.52 43.89 5. Area under Commercial and Mixed Land use 21,39,667.2 1,98,781.5 49.12 6. Net Planned Area (1-2-4-5) 21,826,609.2 2,027,758.34 501.07

7. Total Residential Area (@ 48.30%)

Area under Residential Plotted Area under Residential Group Housing

1,05,42,826.8 97,62,231.6 7,80,595.2

9,79,460.65 9,06,940.99 72,519.66

242.03 224.11 17.92

8. Area under Commercial (@ 1.40%) 3,05,355.6 28,368.46 7.01 9. Area Under Parks (@ 7.21%) 18,65,674.8 1,73,326.86 42.83

10. Area under Facilities (@ 7.27%) 18,81,792 1,74,824.19 43.20

11. Area under Roads (@ 27.94%) 72,30,960 6,71,778.16 166.0

Table 2(b): Sector wise Details

Sector No.

Scheme Area (in

acres)

Reserved Area

(in acres)

Area under Mixed landuse (in acres)

(A)

Developed area under mix land use (in acres)

(B)

Area under commercial & Mixed land use (in Acre) (A-B)

Net Planned Area

(in acres)

Area under EWS

(in acres)

Area under Residential (in acres) Area under

Commercial (in acres)

Area under parks

(in acres)

Area under Facilities (in acres)

Area under STP, ESS & water works

(in acres) Group

Housing Residential

Plotted

98 79.73 22.52 - - - 50.44 - - 12.83 0.83 6.71 9.81 0.45

99 17.29 0.37 - - - 16.92 2.42 - 5.15 - 0.99 5.11 -

104 21.14 0.66 - - - 20.48 1.11 - 9.02 - 1.36 - 0.77

105 101.62 4.59 - - - 97.01 - 14.08 34.68 6.18 9.19 2.25 1.02

106 9.53 0.69 - - - 8.84 - - 5.27 - 0.56 - -

108 151.32 4.20 39.97 10.62 29.35 110.60 - - 57.00 - 8.83 6.29 0.40

109 223.18 10.86 33.32 13.55 19.77 206.03 7.57 3.84 100.15 - 15.19 13.13 1.7

110 21.54 0.00 - - - 21.54 20.17 - 0.00 - 0.00 2.27 -

Total 625.35 43.89 73.29 24.17 49.12 531.86 31.27 242.03 7.01 42.83 43.20

Table 2(c): Details of Residential Plots

Total FAR of Residential Plots = 3,76,633.577 sq.ft. or 34,990.404 sq.m.

SECTOR-98

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 300 123 5,260.048

2 350 2 6,065.91

3 400 31 6,520.048

4 500 19 7,633.527

5 550 1 8,238.38

6 700 1 9,565.398

7 850 1 10,571.65

TOTAL 178 53,854.961

SECTOR-99

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 190 68 3,332.886

2 200 1 3,442.117

3 250 40 4,387.498

4 300 5 5,260.048

5 350 1 6,065.91

TOTAL 115 22,488.459

SECTOR-104

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 250 158 4,387.498

2 300 6 4,260.048

3 350 1 6,065.91

4 400 1 6,520.048

5 450 2 7,152.479

6 500 1 7,633.527

TOTAL 169 36,019.51

SECTOR-105

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 300 313 5,260.048

2 350 7 6,065.91

3 400 21 6,520.048

4 450 4 7,152.479

5 500 103 7,633.527

6 550 3 8,238.38

7 600 5 8,553.904

8 700 3 9,565.398

9 750 2 10,048.575

TOTAL 461 69,038.269

SECTOR-106

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 300 58 5,260.048

2 350 3 6,065.91

3 400 12 6,520.048

4 500 4 7,633.527

TOTAL 77 25,479.533

SECTOR-108

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 186 16 3,278.922

2 280 124 4,927.607

3 300 390 5,260.048

4 350 6 6,065.91

5 400 189 6,520.048

6 450 6 7,152.479

7 500 71 7,633.527

8 550 3 8,238.38

9 700 2 9,565.398

10 750 1 10,048.575

TOTAL 808 68,690.894

SECTOR-109

S.NO. AREA

(SQYD) PLOT NO.

FAR (in sq.ft.)

1 150 12 2,806.21

2 200 48 3,442.117

3 250 5 4,387.498

4 300 870 5,260.048

5 350 10 6,065.91

6 400 217 6,520.048

7 450 16 7,152.479

8 500 155 7,633.527

9 550 8 8,238.38

10 600 4 8,553.904

11 650 2 9,231.048

12 750 23 10,048.575

13 800 3 10,377.576

14 900 2 11,344.631

TOTAL 1375 1,01,061.951

Table 2(d): Details of Group Housing

Table 2(e): Details of Commercial Building

Table 2(f): Built-up Area Calculations

Sector-105 (14.08 acres)

S.NO. Description Area (in sq.m.)

1. Net site for Group Housing 56,995.45 sq.m. (or 14.084 acres)

2. Permissible FAR (@ 2) 1,13,990.90

3. Proposed FAR (@ 1.15) 64,784.217

4. Permissible Ground coverage (@ 40%)

22,500.348

5. Proposed Ground coverage (@ 11.26%)

6,742.002

6. Basement Area 34,557.225

7. Built-up Area 99,341.442

8. Green Area (@ 30.92%) 17,393.379

Sector-109 (3.84 acres)

S.NO. Description Area (in sq.m.)

1. Plot area for Group Housing 15,539.93

2. Permissible FAR (@ 2) 31,079.86

3. Proposed FAR (@ 2) 31,079.86

4. Permissible Ground coverage (@ 40%)

6,215.972

5. Proposed Ground coverage (@ 20%) 3,107.986

6. Basement Area 10,877.951

7. Built-up Area 41,957.811

Sector-105 (6.18 acres)

S.NO. Description Area (in sq.m.)

1. Plot area for Commercial 25,009.365 sq.m. (or

6.18 acres) 2. Permissible FAR (@ 2) 50,019.14

3. Proposed FAR (@ 1.73) 43,340.22

4. Permissible Ground coverage (@ 40%) 10,003.83

5. Proposed Ground coverage (@ 38.36%) 9,593.23

6. Basement Area (2 Nos.) 36,683.55

7. Built-up Area 80,024.07

S.NO. Description Area (in sq.m.)

1. Residential Plots 34,990.404

2. Group Housing (2 Nos.) 99,341.442 + 41,957.811 =

1,41,299.253 3. Commercial 80,024.07

4. EWS (considering FAR as 2) 2,53,090.4

5. Area under Facilities 1,74,824.197

6. Reserved Area 1,77,616.528

Total Built-up Area 8,61,844.852

Table 3: Population Calculations

Sector No.

No. of Residential

Plots

Population under plots

@ 15 persons per plot

Area under Group

Housing (in acres)

Population under Group

Housing @ 75 flats per acre; 5 persons per

flat

Area under EWS

(in acres)

Population EWS @ 75

flats per acre; 5 persons per flat

Population of High school & Primary School

Area under commercial

(in acres)

Area under Facilities excluding

schools (in acres)

Total Area under

Commercial & Facilities (in acres)

Population under

Commercial & Facilities excluding

schools @ 100 persons per

acre

Area Under

Reserved/Future

expansion

Population under

Reserved/Future expansion @

100 persons per acre

P.S. H.S.

98 178 2,670 - - - -

500 (6nos.)

1000 (2nos.)

0.83 2.81 3.64 364 22.52 2252

99 115 1,725 - - 2.42 907.5 - 0.4 0.4 40 0.37 37

104 169 2,535 - - 1.11 416.25 - - - - 0.66 66

105 461 6,915 13.9 5,212.5 - - 6.18 1.5 7.68 768 4.59 459

106 77 1,155 - - - - - - - - 0.69 69

108 808 12,120 - - - - 500

(2nos.) 1000 (1no.)

1.78 0.83 2.61 261 4.20 420

109 1375 20,625 3.84 1,440 7.57 2839 500

(4nos.) 1000 (1no.)

- 6.13 6.13 613 10.86 1086

110 - - - - 20.17 7564 500

(2nos.) - - 0.69 0.69 69 - -

47,745 6,653 11,727 2,000 3,000 2,115 4,389

Total Estimated Population = 77,629 Persons

WATER REQUIREMENT & WASTEWATER GENERATION

During operation phase, water supply will be provided from borewells (13 Nos.); out of which

3 are operational. The total water requirement will be 13,744 KLD out of which fresh water

demand will be 10,584 KLD after full occupancy. 11,374 KLD of sewage will be generated

from the project after full occupancy which will be treated in existing 3 STPs of 100, 100 &

10 KLD capacity and proposed 3.7 & 7.5 MLD capacity. Existing STPs are based on MBBR

Technology.

Sectors-98, 99, 104, 105 & 106 has combined waterworks and plumbing lines i.e. fresh, sewer

& treated water lines. Thus, common STP is being provided for the treatment of wastewater

generated from these sectors. 100 KLD STP already exists at site.

While, for Sector 108, 109 & 110, combined water works and common STP is proposed. 100

& 10 KLD STP already exists at site.

The detail breakup of water requirement and wastewater generated for all the sectors are

given below in Table 4(a). While, detailed water demand calculations are given below in

Table 4(b) & 4(c).

Water Balance diagrams for Sectors 98, 99, 104, 105 & 106 and Sectors 108, 109 & 110 for

different seasons are shown below in Figure 2(a), 2(b) & 2(c) and Figure 3(a), 3(b) & 3(c)

respectively.

Table 4(a): Brief of water demand & wastewater generation

Description Sectors 98, 99, 104, 105 & 106

Sectors 108, 109 & 110

Total

Total Water Demand

4,558 KLD 9,186 KLD 13,744 KLD

Fresh water 3,500 KLD 7,084 KLD 10,584 KLD Wastewater Generated

3,755 KLD 7,619 KLD 11,374 KLD

STP Capacity

Existing STP of 100 KLD +

proposed STP of 3.7 MLD capacity

Existing STPs of 100 + 10

KLD + proposed STP of 7.6 MLD

capacity

Existing STPs of 100 + 100 +

10 KLD + proposed STP

of 3.7 & 7.6 MLD capacity

Solid Waste Generated

9,725 kg/day 19,025 kg/day 28,750 kg/day

Table 4(b): Water Demand & Wastewater Generation Details for Sectors- 98, 99, 104,

105 & 106

Description Total

Population Water norms

Water requirement

(KLD)

Flushing norms

Flushing demand (KLD)

Plots 15,000 @ 200 lpcd 3000 @ 45 lpcd 675

Group Housing & EWS

6,536 @ 200 lpcd 1307 @ 45 lpcd 294

Schools 1,500 @ 45 lpcd 68 @ 16 lpcd 24

Commercial & Facilities

1,172 @ 45 lpcd 53 @ 16 lpcd 19

Reserved Future Expansion

2,883 @ 45 lpcd 130 @ 16 lpcd 46

Total 27,091

4,558 1,058

Flow to sewer (@ 80%) 3,646 KLD

Treated Sewage (@ 98%) 3,573 KLD

Green area water req.

76,121.36 sq.m.

(or 18.81 acres)

Summer (@ 5.5 lt./m2/day) 419 KLD

Winter (@ 1.8 lt./m2/day) 137 KLD

Monsoon (@ 0.5 lt./m2/day) 38 KLD

Figure 2(a): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Summer

Season)

2,096 KLD

80%

Fresh water 3,500 KLD

Flushing 1,058 KLD

Horticulture Demand-an area of 76,121.36 sq.m.is available with

demand of Summer @ 5.5 lt./m2/day

(419 KLD)

Fresh water Wastewater Treated water

Treated water 3,573 KLD

The remaining treated wastewater will be discharged

to GMADA sewer.

419 KLD

1058 KLD

Domestic Demand 4,558 KLD

Borewells

98%

Sewage load 3,646 KLD

(Treated in existing STP of 100 KLD + proposed

STP of 3.7 MLD capacity)

Figure 2(b): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Winter Season)

2,378 KLD

80%

Fresh water 3,500 KLD

Flushing 1,058 KLD

Horticulture Demand-an area of 76,121.36 sq.m.is available with

demand of winter @ 1.8 lt./m2/day (137 KLD)

Fresh water Wastewater Treated water

Treated water 3,573 KLD

The remaining treated wastewater will be discharged

to GMADA sewer.

137 KLD

1058 KLD

Domestic Demand 4,558 KLD

Borewells

98%

Sewage load 3,646 KLD

(Treated in existing STP of 100 KLD + proposed

STP of 3.7 MLD capacity)

Figure 2(c): Water Balance Diagram for Sectors- 98, 99, 104, 105 & 106 (Monsoon

Season)

2,584 KLD

* Note: Infiltration rate = 109 KLD {547 manholes × 200 lt./manholes/day}

80%

Fresh water 3,500 KLD

Flushing 1,058 KLD

Horticulture Demand-an area of 76,121.36 sq.m.is available with

demand of Monsoon @ 0.5 lt./m2/day (38 KLD)

Fresh water Wastewater Treated water

Treated water 3,680 KLD

The remaining treated wastewater will be discharged

to GMADA sewer.

38 KLD

1058 KLD

Domestic Demand 4,558 KLD

Borewells

98%

Sewage load 3,646+109 = 3,755 KLD (Treated in existing STP of 100 KLD + proposed

STP of 3.7 MLD capacity)

Table 4(c): Water Demand & Wastewater Generation Details for Sectors-108,109&110

Description Total

Population

Water norms

Total Water requirement

(KLD)

Flushing norms

Flushing demand (KLD)

Plots 32,745 @ 200 lpcd 6549 @ 45 lpcd 1,474

Group Housing & EWS

11,843 @ 200 lpcd 2369 @ 45 lpcd 533

Schools 3,500 @ 45 lpcd 158 @ 16 lpcd 56

Commercial & Facilities

943 @ 45 lpcd 42 @ 16 lpcd 15

Reserved Future Expansion

1,506 @ 45 lpcd 68 @ 16 lpcd 24

Total

9,186 2,102

Flow to sewer (@ 80%) 7,349 KLD

Treated Sewage (@ 98%) 7,202 KLD

Green area water req.

97,205.49 sq.m.

(or 24.02 acres)

Summer (@ 5.5 lt./m2/day) 535 KLD

Winter (@ 1.8 lt./m2/day) 175 KLD

Monsoon (@ 0.5 lt./m2/day) 49 KLD

Figure 3(a): Water Balance Diagram for Sector Sectors-108, 109 & 110 (Summer

Season)

4,565 KLD

80%

Fresh water 7,084 KLD

Flushing 2,102 KLD

Horticulture Demand-an area of 97,205.49 sq.m.is available with

demand of Summer @ 5.5 lt./m2/day

(535 KLD)

Fresh water Wastewater Treated water

Treated water 7,202 KLD

The remaining treated wastewater will be discharged

to GMADA sewer.

535 KLD

2,102 KLD

Domestic Demand 9,186 KLD

Borewells

98%

Sewage load 7,349 KLD

(Treated in existing STPs of 100 + 10 KLD +

proposed STP of 7.6 MLD capacity)

Figure 3(b): Water Balance Diagram for Sectors-108, 109 & 110 (Winter Season)

4,925 KLD

80%

Fresh water 7,084 KLD

Flushing 2,102 KLD

Horticulture Demand-an area of 97,205.49 sq.m.is available with

demand of Winter @ 1.8 lt lt./m2/day

(175 KLD)

Fresh water Wastewater Treated water

Treated water 7,202 KLD

The remaining treated wastewater will be discharged

to GMADA sewer.

175 KLD

2,102 KLD

Domestic Demand 9,186 KLD

Borewells

98%

Sewage load 7,349 KLD

(Treated in existing STPs of 100 + 10 KLD +

proposed STP of 7.6 MLD capacity)

Figure 3(c): Water Balance Diagram for Sectors-108, 109 &110 (Monsoon Season)

5316 KLD

* Note: Infiltration rate = 270 KLD {1,350 manholes × 200 lt./manholes/day}

80%

Fresh water 7,084 KLD

Flushing 2,102 KLD

Horticulture Demand-an area of 97,205.49sq.m. is available with

demand of Monsoon @ 0.5 lt./m2/day (49 KLD)

Fresh water Wastewater Treated water

Treated water 7,467 KLD

The remaining treated wastewater will be discharged to

GMADA sewer.

49 KLD

2,102 KLD

Domestic Demand 9,186 KLD

Borewells

98%

Sewage load 7,349+270=7,619 KLD

(Treated in existing STPs of 100 + 10 KLD +

proposed STP of 7.6 MLD capacity)

RAIN WATER RECHARGING For Residential Plots having plot area of 400 sq.m or above; shall have roof top rain water

harvesting system to recharge ground water as per the specific design. Individual plot owners

will be responsible for provision of rain water recharging within their plot itself.

While, for other areas rain water recharging will be done by the proponent. Calculations are as

follows:

Table 5(a): Calculations of Rain water Recharging Pits for Sectors- 98, 99, 104, 105 &

106 apart from plots

S.

No. Type of Surface

Catchment Area

(in m2) (A)

Run off

Coeff. (C)

Peak Hourly

Rainfall

Intensity (I)

Discharge

(Run off)

(in m3

/hr)

1. Green Area 76,121.36 0.2 0.060 913

2. Roof top Area 16,335.232 0.9 0.060 882

3. Paved Area 1,82,567.77 0.7 0.060 7,668

Total Run Off 9,463 m3/hr

Taking 15 minutes retention time, total volume of run-off = 9,463 / 4 = 2,366 m3

Considering size of Recharge Pit – Diameter is 3.5 m and Depth is 4 m; Volume of single

recharging pit = 38.5 m3

Thus, 8 Recharge pits have been constructed and 3 rain water recharging pits are proposed in

Sector-105. While, storm water of remaining sectors will be drained in GMADA storm line.

Table 5(b): Calculations of Rain water Recharging for Sectors-108, 109 &110 apart from

plots

S.

No. Type of Surface

Catchment Area

(in m2) (A)

Run off

Coeff. (C)

Peak Hourly

Rainfall

Intensity (I)

Discharge

(Run off)

(in m3

/hr)

1. Green Area 97,205.49 0.2 0.060 1,166

2. Roof top Area 9,593.23 0.9 0.060 518

3. Paved Area 340,702.67 0.7 0.060 14,309

Total Run Off 15,993 m3/hr

Taking 15 minutes retention time, total volume of run-off = 15,993 / 4 = 3,998.25 m3

Considering size of Recharge Pit – Diameter is 3.5 m and Depth is 4 m; Volume of single

recharging pit = 38.5 m3

Thus, 8 Recharge pits & 6 recharge pits have been constructed in Sector-108 & 109

respectively and 6 rain water recharging pits & 8 recharge pits are proposed in Sector-108 &

109 respectively. While, storm water of remaining sectors will be drained in GMADA storm

line.

VEHICLE PARKING FACILITIES Individual plot owners will be responsible for the provision of parking within their plot itself.

While, for the remaining group housing and commercial building, parking requirement has

been calculated. Based on the requirement, adequate Parking has been proposed for

commercial areas.

(A) Group Housing:

(a) Sector-105 (14.08 acres):

Parking required: @ 2 ECS for every 100 sq.m. of FAR = 64,784.217 / 100*2 = 1,296

ECS

Table 6(a): Parking Proposed for GH in Sector-105 (14.08 acres)

SI. No. Description Parking Area

(in sq.m.)

Area reqd. per ECS

(in sq.m.)

Parking Proposed (in ECS)

1. Basement Parking 34,557.225- 4185.487= 30371.738

32 949

2. Surface Parking 8,188 23 356

Total Parking Proposed 1,305 ECS

(b) Sector-109 (3.84 acres):

Parking required: @ 2 ECS for every 100 sq.m. of FAR = 31,079.86 / 100*2 = 621 ECS

Table 6(b): Parking Proposed for GH in Sector-109 (3.84 acres)

SI. No. Description Parking Area

(in sq.m.)

Area reqd. per ECS

(in sq.m.)

Parking Proposed (in ECS)

1. Basement Parking 9,790 32 306

2. Surface Parking 7,337 23 319

Total Parking Proposed 625 ECS

(B) Commercial Building in Sector-105 (6.18 acres) (Central Plaza):

Parking required: @ 2 ECS for every 100 sq.m. of built up/covered area on all floors =

43,340.22 / 100*2 = 867 ECS

Table 6(c): Parking Proposed for Commercial Building in Sector-105 (6.18 acres)

(Central Plaza)

SI. No. Description Parking Area

(in sq.m.)

Area reqd. per ECS

(in sq.m.)

Parking Proposed (in ECS)

1. Basement 1 Parking 11,808 32 337 (cars) + 32 ECS (Two-wheelers) =

369

2. Basement 2 Parking 16,032 32 501

3. Surface Parking 4,393 23 191

Total Parking Proposed 1,061 ECS

POWER REQUIREMENT

Total Power requirement will be 65,106 KVA which will be provided by Punjab State Power

Corporation Limited. Adequate 13 DG Sets of 11,330 total capacity (i.e. 2 × 380 + 2 × 500 +

7 × 1010 + 2 × 1250) will be kept as standby for the power back up.

SOLID WASTE GENERATION

During operation phase, for population about 28,750 kg/day (@ 0.40 kg/capita/day for

residential and @ 0.2 kg/capita/day for floating) of solid waste will be generated. Solid waste

will be segregated in three separate streams namely: Bio-degradable or wet waste, Non-

biodegradable or dry waste and Domestic hazardous waste.

The detail breakup of solid waste generated for all the sectors are given below in Table 7(a)

& 7(b).

Table 7(a): Solid waste Generation details

Table 7(b): Composition of Solid Waste

SI. No. Details Population Criteria Solid waste generation

(in kg/day)

1. For Sectors 98, 99, 104, 105

& 106

a. Residential 21,536 0.4 kg/capita/day 8,614

b. Floating population 5,555 0.2 kg/capita/day 1,111

Solid Waste Generated (1) 9,725 kg/day

2. For Sectors 108,109&110

a. Residential 44,588 0.4 kg/capita/day 17,835

b. Floating population 5,949 0.2 kg/capita/day 1,190

Solid Waste Generated (2) 19,025 kg/day

Total Solid Waste Generated 28,750 kg/day

SI.

No. Category of waste Description

Treatment /

disposal of waste

Quantity of

Solid waste

generation

(in kg/day)

1. Biodegradable or wet

waste @ 45%)

Green waste, food waste, paper

waste and biodegradable plastics

Converted into

Manure using

Mechanical

Composter of size

6 × 2000 and 1 ×

1000 kg/day

12,938

2.

Non-biodegradable or

dry waste

(@ 53%)

Combustible waste, sanitary waste

like diapers, sanitary pads;

recyclable waste etc.

Handed over to

authorized waste

pickers

15,237

3. Domestic hazardous

waste (@ 2%)

Discarded paint drums, pesticide

cans, CFL bulbs, tube lights,

expired medicines, broken mercury

thermometers, used batteries and

contaminated gauge, etc.

Disposed off to

authorized vendors

as per Solid Waste

Management

Rules, 2016.

575

Total Solid Waste Generated 28,750 kg/day